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Home My WebLink AboutProduct Approval \ti 1 ROMA DKPARIMM Op, Business, oProfessional / f BCIS Home I Login I User Registration^Hot Hot-Topics i Submit Surcharge Stats&Facts ; Publications I FBC Staff I SCIS Site Map ( Links_; Search I Florida .7 ��l jr l�l /til a=•. Y Product Approval dl U Hf � oI USER:Public User Product Approval Menu,>Product or Application Search>Application List.>Application Detail FL# FL389-R8 Application Type n Code Version 20 Application Status Approved Comments Archived ❑ Product Manufacturer American Shutter Systems.Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality.Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich,PE EJ Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-086.1)df Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile Level "D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A INC. P.E.R. DRWG.15-086.1)df positive ASD load and 13'-O"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 �BerthaAccordion Shutter-Blade Extruded aluminum interlocking blades retained by trackson-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-085.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level D". Max.Span is 16'-0"for 30 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG. 15-085 HV.Ddf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HV1 and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No. FL389 R8 II A.S.S.A. INC. DRWG.15-084.Ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389.R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084.Ddf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party: Yes 12,25 and 28 respectively Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: cCtxd . Credit Carel. Safe 4.660" .929 _ 4.576' 45' 2.293' FLAT HEM/ THREADED HOUSING ENAMEL A.3J4' SAM-S. BED PAINTED 1 4'-20 AR 2.293' ED DIF:CASE .745 o p0 „ (2 TYPJ HOUSING E $�• °. Ay m q. $ io BAKED PAI n o co � a p N n °0 a m a of s2. .062' n 0 r�I M N o .875' t1 N c1.325' o ObM1' o .318 BRASS CYLINDER BRASS 0.2 -- d� a 3 KEYS(CHROME (CHR01 a KQ.J p NiL � 045¢• PLASED) 21 . HV CENTERMATE_ ss. o. �, 325" n m ® Jj,V LOCK ® HV E QUALIFIED FOR USE W/ HV 81-ADE11 & 8 ONLY QFl FLOATING C MATE m 3.023" 875 QUALIFIED FOR USE W/ HV QUALIFIE 6063-T6 ALLOY AND TEMPER QUA ED FOR USE W/ HV BLADE 1 & ONLY BLADE(D& ®ONLY. BLADI 6063-T6 ALLOY AND TEMPER (2�j HV CORNER CENTERMATE Q ALIFIED FOR USE W/ HV BL.ADEO1 ONLY 250"O.D. 2.874" 6063-T6 ALLOY AND TEMPER PLASTIC HEAD a 1.756" .922' 4.045' 2 ' MOLDED SCREW m °0 n 2.079" 1.753" .� °a t DGo' Go4 1; v -0g , In 825' BEFOF ;� O N N 1/4 0-20 x 3/4" �. s , N N S.S. THUMBSCREW 1 4' O N � �• a m a .p01i rn *SERIES 9444 ALUMINUM(2024-T3 om m m . EXM I 822' SHEET NTT, PARA 0820,AS M! I 2750' �-� CHERRY TE1tfORN,PARS1PPENY, NEW PLAN FONT ELEVATION ® HV AL "T" LOC C NTER AT 4.566' HV ALTERNATI1 © " " LOCKERFOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY ® HV FEMALE "T" LOCK CENTERMATE ® HV T LOCK QUALIFIED FOR Us 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE(1�ONLY QUALIFIED FOR USE BLADE Q1 OP QUALIFIED FOR USE W/ HV BLADE 1QONLY 6063--T6 ALLOY AND TEMPERR'' W/HV BLADEQONLY. 6063-T6 ALLOY AND TEMPER . 5 " 1.917• 1.917 a �•'I 3.161 O - a02 a 1 030 CYLINDER-�-THUMBMRNI OF o .063" in .063062" KEY CYLINDE7 . .214• m .214• 00 a o 545. n ^m n t 00 0.875' $ ° N N m 1 .125' 3� HDC T TE O LOCKING D ® D CE T R ATE OC G OD ' .4D m '° O G o m QUALIFIED FOR USE W/ HV BLADE(q&& A QUALIFIED FOR USE W/ HV BLADE 1 & to HD CENTERMATE'S INSERT .804' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER `o VARIES, 12"MIN. QUALIFIED FOR USE W/ HV BLADE iQ& m zo sort 3/B'm-t6 1.130' 6063-T6 ALLOY AND TEMPER ACETAL THUMBSCREWS. #1/2" (SEE DETAILS) �° - 1.57 Min :big * 1.78'Mat (g LOCKING RODSHD LOCK 375'0 QUALIFIED FOR USE W/ HV BLADE ) © HV 3r(8"0-16 ACETAL HV 1/4" 9f-20 AIS 304 BY REGENT HARDWARE M09ME LOCKS SERIES 2333 H( 6063-T6 ALLOY AND TEMPER IRIES S.S. THUMBSCRENIS QUALIFIED FOR USE W/ HV BLADE tO& Q 55 INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE1Q D ILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F kj%%U 1 1/ V BLADE 1Q FLORIDA BUILDING CODE(Non High Veloci B 2015 EASTERN MET/ Q�.•��rlsF' BERTHA fL E C O lNc. A■S.S.A■ Accordion Sh ».v aADE#1 w/ OR w/o F TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems LY.H DESCRIPTION DA S lvr Association. Inc. 1 OLD 11-192 4/T • 6355 N.W.36th.SL,Ste.305.VIRGINIA GARDENS.ELORIMA 3316 4268 Westroods Drive 2 FI nR\� Phone :(3D5)871-1530 . Fax: (305)871-1531 �'�i�FF •.,,,.A•• ��`��` a-maOtilltoGool.cam West Palm Beach, FL 33407 3 06719 f//sSlQ�n�\\\\\`` WALTER A.TILLIT Jr. P.E. 4 1111111111111\\\ FLORIDA LIc. #44167 5 P.E. SEAL/SIGNATURE/DATE 6 SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV 3/8110 4� 12"MIN. CE 4O 3 TO BLADE P Q HV BLADE 1 ! I GE 1A 1875" - Ex1EwOR ® HV BLADE 1A �j } Hv WINDOW BLADE 0825` SECTION x-x 'I I t .,s 3® HV LONG RECESSED NYLON BUSHING r I BLADE'S -m pp�11N 1875' Y n KNUCKLE .0825 39 I < c11 (lYP) 0.0625" Q HV SHORT RECESSED NYLON BUSHING �E- 43 lJ HV NYLON HAT WASHER (DOR ® C4 Wit 1 ! FLAT PORTION R1•� %/ •(n Iy 'a) i I BLA TOR ® HV WHEEL CARRIAGE AISI 302-303 SERIES ! I N 49 �I M 0.870"x3/16" THICK NYLON WHEEL. 3 !; ! 3 }— N z 7/8`MIN • HV wlNDow CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS 315"0 SEPARATION d3.00 ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR I WEEN ENING 5 3/4626" 0525' OPENINGS SEgn r-v ® _ o ON C TERS•*s HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 4 tO C)- EXTERIORDELEVATION ® I 41 4 "� CLEAR xTs POLYCARBONATE IMPACT RESISTANT HV WINDOWI ` BETWEEN I; a l i T S TYPICAL, HV WINDOW B I I n ! 39 ! 3 POLYCARBONATE HV W 3 DOR (a ® or ®3 ! I N.T.S. (SOTE FOR EE N kEOUIREMENTS) ! O OR ® POLYCARBONATE IMPACT REST BAYER MAKROLON 3103 POL' I 2MIN. CE RESINS, UV—STABILIZED GRAS 1 ' ��HV Hy REQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR r TO BLADE B M INNOVATIVE PLASTIC LEXAN 1 nv.1,�" � ! I ! ! O OR ® ! I I (SEE NOTE "F" ON SHEET I$ o ! I (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR 3® N W o BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR NW I ! ! EXTERIOR POLYCARBONATE SOURCES FOR HV BLADE. TYPICAL SHUTTER ASSEMBLY APPLICABLE RMN.T.S. HV PIN 42 OR AT PROPERTIES REFERENCE ,� (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT ExT�1oR �~�>as EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1� 00.324' BLADE'S KNUCKLE. PHYSICIL' (SEE NOTE * FOR SPECIFIC CRAVITY ASTM 0792 0.043 IbA. BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 3 uEnuNlrJ�• 04 REQUIREMENTS) n•P_ IIS O I TENSILE VIEW STRENGTH ASPM DM 9.400 p4:. I FLEXURAL STRENGTH AT YIELD ASTM 0790 12,5°0 P.,.1. (3) HV PIN © OR W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® 5 } FLEXURAL MODULUS ASN 0790 340.000"A. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, ImeecO SHEET ® ! I NOTCHED ROD ASTM D256 18 F7--Ibrm WHEEL CARRIAGE DETAIL SMOKE DENSITY ASN D2643 472 x Nas. ASSEMBLY LAYOUT RATE OF BURNING ASTM D635 C-1 CUSS N.T.S. SELF IGNITION ASIM-01929 1040 T YffA11f ASN 0153 MOLE STRENGTH AFTER WEATHERING ASN 638 9302 Psi. n HV BLADE SOLID & (A HV WINDOW BLADE DETAILS TENSILE °�WEATHERING '�"" ' ° N.T.S. FLORIDA BUILDING CODE(Non High Velocity ER Q. T�'�h,,� ©2015 EASTERN METAL ,,�P• .,.......l�,l,,,, BERTH 0cENA■S�S�� Accordion S IL h ECO•INC. H.V. BLADE#1 W/OR WHO H Shutter Systems Ev.H DESCRIPTION DATE ' TILLIT TESTING & ENGINEERING COMPANY ATE pE ? 8355 N.W.36th.SL,Sts Sas,VIRGINIA GARDENS,FLORIDA 3316f Association, Inc. 1 OLD 11-192 4/13/ Phone : (305)871-1530.Fax : (305)871-1531 4268 Westroads Drive 2 ,Es•. �RIDP . a—mal: Uiteco®aol.com West Palm Beach, FL 33407 s �''�•,,s/ON,'q'�'EN6`%%' WALTER A.TILLIT Jr. P.E. 4 P.E. f61URE/DATE FLORIDA Lia. a 44167 5 6 ®• a `© *_NOTES ON HV LOCKS AND CENTERMATES: x x s T u ® �®'®00.® 11- MANDATORY CONDITION i1. ONE HV LOCK®or®SHALL BE USED AT 1/2 OF-SHUTTER SPA? OR 12" ABOVE OR B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 165.AND FOR INST TTi ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED To CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S M.S. LOCATION OF LOCK SHALL BE * TYPICAL SHUTTER ELEVATION. 2. 1NDinON ft IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, 16 m, LOCKS t� OR�§ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS T( F OR ® SHALL BE qS INDICATED ON NOTE (1) ABOVE -a11�%y LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. D� 3. QPTIONAL CONDITION J2 (VALID ONLY WHEN MANDATORY CONDfTION f1 OR LIMITED MANDA ®: 12 IS USED W/tW0 H.V. LOCKS), LOCKING RODS ® ARE NOT REQUIRED AT HURRICANE POS I� 40R 5 oa 00a 4 ® BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE LOCKING RODS ® OR AN ALTER] 4I( MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. MANDATORY CONDITION i2: ONE HV LOCK® o ® SHALL BE USED AT CORNER CENTERMATES a6- AND INSTALLATIONS AT ANY ELEVATION. HV LACK Ior® SHALL BE USED AS AN OUTSIDE OR IN BOT °w ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO 1 E' AT TOP & BO M SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHU? xDo-xvc ® MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. g o� "VAS p U S. FIRSr ALTERNATE TO MANDATORY ONLY FOR W ETRICAL 0 29 9 S ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or, FOR ANY SR 1)j 10-sl 2 � ]NST TIONS AT ANY ELEVATION. ALTERNATE LOCK® MAY BE USED AS AN NSIDE OR OUTSIDE U �M -a £�� OF 1/4"0-21)x3/4" S.S. THUMBSCREW TO © OR® CENTERMATES SHALL BE MADE W/ 1/4'0-20. �s�tm 11-100-11VO 0�3 RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER Si j CJ S-g V LOCKS AT 1/3 OF SHUTTER SPAN. Y W ® 6. MANDATORY CONDITION #3 FOR KEYSTONE MOUNTiNG INSTALLATIONS, ONE HV LOCK ® or USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAh TO 96", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK ® or® or® MAY BE USED AS OUTSIDE LOCK, ATTACHED TO ® or ® SYMMETRICAL CENTERMATES W/ (2) 1/4"-20 x 1/2" LONG SEE.END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKIN CONNECTIONOR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. ... DETAILS ON D F E H 1 J K L M P O R V W X SHEETS 10 & 18 TYP. FULL " *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. VV I OF CORNER 1. SECOND ALTERNIME 710 MANI)AXORY CONDITION J1 YAUD ONLY FOR Hy IT,LQ% M) , AND CENTERMATE I ONE ALTERNATE HV "T" LOCK (ice MAY BE IN ALLED IN LIEU OF HV LOCKS ®OR® FOR ©Ofl®°R©+ 7Oofl®aLjp +©oR 1 STALLATION AT ANY ELEVATION. ALT�'RNATE LOCK Y BE USED AS AN INSIDE OR OUTSIDE L O © © O © © OF LOCK ® INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION IiVG, SHEET 9, j p+ ofl + 3 ofl +j ofl CONNECTED TO CENTERMATES®AND ®W/ 1/4"0-20 x 1 1/2" LONG S.S. THREADED BOLT W WINGNU' OR W/ 1/4'0-20x1' S.S.M.S. INTO A 1/4"0x 5/8" RiVNUT. LOCK MAY 13E INSTALLED A MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ®TOP AND BOTOM IS MAND ®011 *NOTES ON HD LOCKS & CENTERMATES: 1. HD LUCK W WI HD CEITIUtMATES�OR(3 W1 ONE ALTERNATE HD LOCK g MAYBE HV LOCKS 2 OR FOR ANY SPAN AND INSTAUATIONS AT ANY ELEVATION.ALTERNATE HD LOCK TYPICAL n HV BLADE SHUTTER ELEVATION N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HO LOCK®TO®IS W/3 #8 x 3/8" F.H. S.S. REINFORCEMENT INSERT®AS SHOWN ON SECTIONS HOB-HVB AND HDC-HVC. SHEET 10. LOCK MAY MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS COMPLE<ELY O FLORIDA BUILDI G CODE(Non High Veloci A. ©2015 EASTERN MET �i •,......... /T BERTH �,\CENSE';��'�;_ A■�■�w�■ L E C O �N�. Accordion S = / KV MADE#1 w/pR W/o TICCIT TESTING d ENGINEERING COMPANY American Shutter Systems EV. DESCRIPDON D = STATE OF Q' 6355 N.W.36th.St.Ste.305.VIRGMh GARDENS,FLORIDA 3316E Association. Inc. t OLD 11-192 4/1 Phone (305)871-7530 . Fox: (305)871-7531 4268 Westroads Drive 2 `\ e-moijt+ecoCa Isom West Palm Beach, FL 33407 3 NAL E \\\\` WALTER A TILLR Jr.P.E 4 P.E. SEAM 1I3WRE/DATE ARIDA Lic. 41167 5 s NCRETE ANCHORS POURED CONCRETE POURED POURED -(SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETE REQUIRED 1/4'0-20x3/4" CONCRETE yHE� 1S) REQUIRED REQUIRED CONCRETE ANCHORS MACHINE SCREW SEE SCHEDCONCRETE ANCHORS 17 18 �A tFOER ONE(SEE MOUNTING®ON SHEET 7) SHEET 13) ULE ON NL/R9/4. 0 0.i (SEE SCHEDULE ON SHEET 13) 1' 1' @OR 14 in. 1/4'0-20x3/4'S.S. fMi(n. EQ EQ MACHINE SCREWS USING 1/4'-20 NUTS _ _ 92' 0 12' O.C.E D. 2. ' .250' Max. _ 13 OR 15r ---D 1 .250" Max. D'* - _E1OPTIONAL 1 1 1 1 �PTIONAL TO am M LJ OR i 1 i F�tISTING 1 MIN. SEPARATION TO GLASS 1aN s¢E71s TDR 1 1 1 1 1 1 (SEE SCHEDULE ON SHEET 11)EXISTING iI 81 MID& ' GLASS ® , 1 1 MIN. SEPARATION TO GLASS1 GLASS-1 ' —(SEE SCHEDULE ON SHEET 11) l7(ISDNG � ' I GESs © HV WALL HEADER INSTALLATI01 (A) HV WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION +, KEYSTONE EXISTING 1 , , i MIN. SEPARATION TO GLASS ril GLASS--+ 1 1 1 1 ♦ 1 1 i`—(SEE SCHEDULE ON SHEET 11) MRL SASS(SE t 1 1 OR ' 1 ' 1 ' 1 EXISTING (� I I I i I i I MIN. SEPARATION TO GLASS i GLASS w SMEW E ON SH�7 , I i I (SEE SCHEDULE ON SHEET 11) 1 1 11 FOR aADE®AND ON SKEEr 19 FOR rh III�m{{{ I G)rt I i EXISTING OPTIONAL ASS- i GL1 * .D. t I 1 I11 11111 1 E _--- 'II' OPTIONAL 1/4' Max_ --- ---D. EQ EQ 13 OR Q 1' --- )2 OR® L --_ 1/4'0-20x3/4' S.S. Min. E E PHILLIPS TRUSS HEAD 1/4'0-20: 17 OR 18 MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HE ONCRETE ANCHORS t' 1/4'-20 NUTS ® 12' O.C. (SEE SCHEDULE ON W/ 1/4 (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 13) POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK NCRETE ANCHORS REQUIRED WALL REQUIRED OD HV WALL SILL INSTALLATION (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS' INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER * E D. = EDGE DISTANCE ASSEMBLY ♦ SEE LIMITATIONS OF USE FOR �J`, 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE to ON SHEET 19 1 H Y B LA D E IN ANY WAY TO SUR ANY INSTALLATION. ►auurll FLORIDA BUILDING CODE(Non High Ve►oci( Vk A. F14j /i ©2015 EASTERN META i 'v\CENsF `i�'-, �.. BERTHI S Accordion Shy * _ Ti'LIECO INC. ■ ■ ■A■ FLV. BLADE#1 W/OR W/O H American Shutter Systems .Nc DESCRIPTION DAl NOF TILLIT TESTING do ENGINEERING COMPANY ••, �A A •(`` 63$5 N.W.36th.6!,Ste.30.5,VIRGINIA GARDENS,FLORA 5316 Association, Inc. t OLD 11-192 4/13 ' Phone: (305)871-1530 . Fax : (305)871-1531 4268 Westroads Drive z �4 F \\ �f a—mail:tilteco®aol.com West Palm Beach, FL 33407 3 NAi-G,vG" WALTER A TILUT6719 Jr. P.E. 4 11111) II O FLORIDA Uc. # 44167 5 P.E. SEAL��NATURE/DATE 6 3Y FOR WINDOW ,BLADE® 0e N VAR'ES 1.918' 1.491" a ,L34" "pa �y�sA� .@• e m Max. 1.200" 0.45 4.371' `J 4.385" g8• 0- 4.857' 4.999' A• sA. (j)HV SOLID BLADE 3 UNIVERSAL FLOATER .37s• N O5 HV 90'/180' STARTER COVERED UNDER US PATENT #5458179 QUALIFIED FOR USE W HV BLADE 1 QUALIFIED OR USE W/ ✓ ®HV DIRECT MOUNT HV BLADE FQ1 HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADEON SHEET 19 BLADE Qt b ® 6063-T6 ALLOY ANMD TEMPER Ti 6063-T6 ALLOY AND TEMPER 3.226' 1.500" 724' e _�) X40�. 70' ^$ 2.670' w 994" N 3.556' n 67 1.000" ft3.226' 72' 0 84210 n °o 0 o iv 4.897' m n 40.072• HV ADJ. ADAPTER W/LIP 4.436' 1 20 QUALIFIED FOR USE'W/ HV ®HV WALK-OVER TRACK © BLADE tO QUALIFIED FOR USE W/ HV 9 V TRENCH TRACK 6063-T6 HV ADJ. FLOtSR TRACK ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY A D TEMPER BLADE Q1 ONLY. HV RAIN( BLADE N 6063-T6 ALLOY AND TEMPER QUALIFIED FOR 6063-T6 ALLOY AND TEMPER VARIES 1.935" GLAD a 1' 1.915' o VARIES 7.936' 6063-T6 ALLOY 1 0 .91,7 c `p Max o 083' 083' m p .683' mo .083' .093• i° .100" p n .125" a N w a, .060' M .060' o n 670 a N .093" 093''p n .060' .060" n Q� a n 670 1.686' m 0. 670 3.520" 3.520* 3.529' 670 ?y, 11 HV CEILING HEADEE 1® HV HEADERISILL 13 HD CEIUNG HEADER/SILL Q LIFIED FOR USE W HV BLADE 1 ONLY, QUALIFIED FOR USE W/ HV BLADE(j)ONLY / ^ 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADED 14 HD (ALL HEADER[SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(1)ONLY. 6063-T6 ALLOY AND TEMPER X 1 COMPONENT A B T1 T2 X ffl� 0. MN X MN Y MN t1' 1' 0.062' 2"Q 2' S" MAX. 1/8" 1/8' 3' 15 18 2" 5"MAX. 0.192" 0.192' SIDE ANGLES a ©0 CORNER POSTS QUALIFIED FOR USE W ALUMINUM ANGLES 1s 2.5" 7" MAX. 0.190' 0.190' / HV QUALIFIED FOR USE W/ HV BLADE 01 QUALIFIED FOR,USE W/ HV BLADE(D 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. ® 2" 5" MAX. 0.139' 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocit] �� p.TfC(�It40 . ©2015 EASTERN METAL BERTHA �`' cENSF A S S A Accordion Shia 1 L E C O I N c. A.S. . . H.V. BLADE#1 W/OR W/0 H.1 TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Ey, N DESCRIPTION DATE $TATE OF :<q Association, Inc. .. 1 OLD 11-192 4/13/ '. 6355 N.W.36th.St..St-M.VIRGINIA GARDENS.FLORIDA 3.116 Phone:(305)871-1530. Fax, (305)871-1531 4268 Westroads Drive z ��F F(OR�D •��`��` e-mail: 91.com West Palm Beach, FL 33407 3 ON4 �`` 00671 WFFLLORIDA Le.#44167 5 P.E. 5� 1/�tl0RE/DATE C. GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUiTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDiTION) OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS BE INSTALLED WITH A DSHALL RECTIONALTTY BE FACTO FACTORNED AS PER USING ON 1820 OFASCE 7-110 AND SHALL NOT EXCEED THE MAXIE ABOVE MENTIONED CODE,FOR A IMMUMWIND SPEED(AS.D.) DESIGN PIRED BY RESSURETHE RATINGSSNDICATED DICTION WHERE S""T" w"L TABLE OF CONTEN ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED To A.S.D. DESIGN WIND LOADS AREA•1: HV BIDES C1) & I BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. GENERAL NOTES IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED, WERE NOT OVER STRESSED, A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS kW USED IN THEIR, SYSTEM COMPONENTS 1-20 ANALYSIS. HOWEVER,A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF.FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS TYPICAL SHUTTER ASSEMBLY 38-44 TYPICAL WINDOW BLADE & WINDOW DETAIL -EN BLADE(D J0214.01-03. #0715.01-03. #1004.01-05. #1214.01-05. 00317.02-06. #0609.01-10 AND 10210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2: W 13WE C1)AND HV WINO AND E-1996 STANDARDS (MISSILE LEVEL D. WIND ZONES 1, 2 & 3) & #1220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -HV WINDOW BLADE ® f0505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL 0, WIND ZONES 1, 2. 3) BASIC PROTECTION ONLY AND B 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION & NOTES ON LOCI INSTALLATION DETAILS A-F, CONCRETE/BLOCK 2. HN BLADE(D AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK 3. BERTHA H.V.ACCORDION PINS (FIV SCREWS). USED'AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL_BE 114x2.75'AND #14x1.75'RESPECTIVELY. 410-HT MINIMUM SERIES CENTERMATE DETAILS HV STAINLESS STEEL SCREWS WiTH 135.0 kei YIELD STRENGTH AND 180 ksT TENSILE STRENGTH. PINS SHALL BE COATED WiTH BERTHA HV DACROSHIE]D COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 Iisi FOR END CONNECTION DETAILS 1-6, CONCRETE/BLOT 6005-T5 ALLOY. MAXIMUM SPAN TABLES ANCHOR SCHEDULE- CONCRETE& BLOCK 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WiTH 50 w MIN. YIELD STRENGTH AND 90 k9i MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4• ANCHOR SCHEDULE- CONCRETE& BLOCK 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 1sT MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE ,Q : 12,13,14.15 AND 20 INSTALLATION DETAILS M-R, WOOD HV BLADE 0&0 WORKING IN UNISON: 12, 13 & 15 INSTALLATION DETAILS S-X, WOOD • •8. THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 2 6'779,58COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT X5458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X. WOOD METAL SUPPLY, INC. 9. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTIIJUOUS CONTACT WiTH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER. TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL HV AND HD AREA 4 HV WINDOW BLADE CENTERMATES AND ENGAGE OR LOCK ALL FIV AND HD LOCKS 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE•LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WiTH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WAILS PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 12 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SiTE SPECIFIC PROJECT, i.e. WHERE THE SiTE CONDITIONS DEiIATE FROM THE P.ED. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFEii'OF THIS PRODUCT, BASED ON THIS P.E.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE i5 THE CONTRACTOR'S RESPONSIBILITY. (e) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. I OBTAIN PERMITS IN THE STATE (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. Hrn FLORIDA BUILDING CODE(Non Nigh Velocit @2015 EASTERN METAL vCEir, '''y, BERTH A■S■SI.A■ Accordion Sh RADE#1 American Shutter Systems FEV. RLPn/ W/ODH . *r TILLIT TESTING & ENGINEERING COMPANY ASSOAT per.. F OF•..•; 6355 N.W.38th.St.Sta.365•VIRGINIA rARDENs.FLORIDA 33i Association Inc. t OLD 11-192 4/13 Phone :(30.5)871-1530 . Fox:(305)871-1531 4268 Westroods Drive 2 a-molls oaos®sm l•coWest Palm Beach. FL 33407 s ' // AL•EN WALTER A TILLR Jr. P.E. 4 P.E. S,EAL ��TUREDATE FLORIDAuc. 111 44167 5 POURED CONCRETE ANCHORS gpppAnppt i I I i + I I i MN.SEPARATION CONCRETE (SEE SCHEDULE ON SHEET 13) I. maw,S(SEE f ' 1 OR ® EXISTING i i i i 1 m CLASS REQUIRED -�saie ILE ON SFE>f I CLASS--- EDGE (SEE SCHEDULE° i OF I SI�Ef tato E�aR�i I Nut scrvunw+ I sxEEr it) SLAB IF D. APPLICABLE EXISTING i t1tADEsO&® i \ ON SKEET sT taij t .GLASS ALTERNATE i i' i i i i i i i' EXISTINGANC X i LOCATION GU15 #70x3/4" HEX WASHER HEAD I II t I 1 OR�13OR15 3/8NTN. TEK SCREWS® 12" O.C. W i 3/8 NN. CONCRETE ANCHORSI (SEE SCHEDULE ON SHEET 13) E ' t t It EDGE OF EMSTING III i i i EDGE OF--+ ' I' SLAB IF SLAB.IF t I 1/2 t EDGE OF APPLICABLE IF MN SEPAR ZION j I APPLICABLE •Q• Q. APPLICABLE POURED FLAT HEAD CONS SCHaAw EDULE e .t gI� i f CONCRETE D_ CONCRETE (SEE SCHEDULE POURED REQUIRED REQUIRED tatM isONO 1 OR ®CONCRETE FLAT HEAD CONCRETE ANCHORS 9AOES�dY11� i REQUIRED - D. D. (SEE SCHEDULE ON SHEET 14) II .jRENCH INSTA VALID ONLY FOR UP TO +71 �I HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING & HV FLOOR INSTALLATION t SCHEDULE #3, SHEET 11 © HV CEILING, INSTALLATION EYJSI NG MN.SEPARATION GCLAW CONCRETE ANCHORS IAN.SEPARATION (SEE SCHEDULE ON t/4-0 ITW BUILDDT TAPCON,w/ ON SwEi t 0 TO CLASS V�(oxEsl r tit) ' i i i I i i I EXISTING SHEET 15) AOV9CED nO1FwFORM 1 EXISTING TECHNOLOGY OR 1/4.0 POWERS EXISTING ' I i NOL mmxp O m CD115 ' I GLASS--� I I ' I FASTENERS TAPPER+MU40RS W/ GLASS—i ' I I GLASS --�(SEE salmu�ON 9iffr fO �O ' NPL sLFARATroN n7 i I i 1 3/4'MN_EMBEDMENr 0 6- i (SDE Sa+mufe ON t f) I I I O.C.FOR UP TO 6'-$SPAN AND 4"0.11 FOR SPANS LARGER TWW 6'-0'UP TO 6'-0'MAX APPLY 1/4. I i I 1 SEA ANr AT EVERY FASTENER HEAD I i t l I I I MAX. I I ' i (IVP.)(SEE NOTE Tr ON SHEET 11 W i p* I I ItOx3/4' HEX E. FORUnmAnoeS 3/8" 8 3 OR 15 I I WASHER HEAD I coNr_sEnw ' r f i MIN. I TEK SCREWS 14x3/4' HEX HEPD T/1K ® 12` O.C.TEK SCREWS ® 9'O.C. --- 14x3 4"S.D.S. CONCRETE ANCHORS _ _ 6 +O / - --- f f I 1/4' :a-i ;.;��:. `,:,:•- v OR 1/4'0-20 S.S. M.S. I ® 9" 0. C. W/ NUT ® 9" O.C. i (SEE SCHEDULE ON n 1 1 ----- ------ ) O 1/2" 1" 17 R 18 I SHEET 14 N :•••' ;<- ``:' 17 oR 18 2.00" MIN.°t I I ) EDGE OF 14x3 4" F.H. S.D.S. j• ' ''1.••• E;D•. �1 ISI /_ SLAB IF 9 / ,.':rt•._MIN:: •:.•. ; POURED ® s"D.C. 1 7 8' 1 7/8 APPLICABLE CONCRETE ANCHORS SEE NOTE 13(b) EE NOTE 13(b) - _ a at REQUIRED D POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 .+••: •: .•..;,'- ' p, NC OR CORETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 REOUI NC OR CONCRETE BLOCK REQUIRED (9)KEYSTONE MOUNTING INSU OPTIONAL POURED O HV WALL FLOOR INSTALLATION MAXIMUM A.S.O. O.DESIGN PRESSURE: +6N,-72 psi CONCRETE © HV WALL WALK—OVER INSTALLATION MAXIMUM SHUTTER SPAN Wr REQUIRED �J HV RAINGUARD INSTALLATION t NOTE: t THIS INSTALLATION SHALL BE �1pTF FOR COMBINATION OF SECTIONS: * E. D. = EDGE DISTANCE REMOVABLE WHEN PERFORMED SEE SPECIFICATIONS DISTANCE ON SHEET 13) ADJACENT TO AN OPERABLE EXIT � SEE LIMrrA'nONS OF USE FOR 1- SEE SHEET 4 FOR TYPICAL SHUTTER ( OR ENTRANCE BLADE 1A ON SHEET 19 INSTALLATION DETAILS W/ O H ASSEMBLY NNY " SECTIONS cNBLT "m IAwYTO SURANY INSTALLATION. FLORIDA BUILDING CODE(Non High Veloci 2015 EASTERN MED ��cElusF'.�� BERTHA - - S Accordion Sh - = "IL C O I NC. . . . KV DAE#1 W/ OR W10 I * � �� * American Shutter Systems E,.„ DESCRIPTION DA -o'• STATEOFTILLIT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/1; 6355 N.W.36TH.SL.Ste.3105,MRGINA GARDENS.FLORDA 7316 4268 Westroads Drive 2 Phone (305)871-1530 . Fax:(305)871-1531 e—mail:Ulteco®aot.cam West Palrh Beach, FL 33407 3 WALTER A.LLLITtJr. P.E. 4 7AA ttV� FLORIDA Uc. j 44167 5 P.E. SELIf Slu"NA�TURE/DATE 6 SEE END WALL LS ON SHEM 10 & 18 CON. ECTION I SEE NOTES ON LOCKING RODS 5 , Hv LOCKS D or® T To INSTALLATIONS W/ 1 HV AND ALTERNATE HV LOCK®ON SHEET 5.U 1 90• I N I EXISTING GLASS - **BLADE SLACK OErNL HVF IS VAUD FOR ALL BLADE W HV C E NTE R MATES CEnERMATES APPLICATION WITH BLADED SEE END WALL EXISTING GLASS DETAILS ON SHE 00 © � OR 2•x2 x1/8•x0•-2• I ®+®'oR Q+Qa.,g+@ 3 1/4" 7" 6 1/2" 7" (6063-T6 ALLOY)ALUM. OPPOSING SYMMETRYCAL ANGLE TAPeE 1/2" «t Q+® CENTERMATES ANCHORS TO CS TO CONCRETE (TOP/6onoM)k #100/4•S.M.S. ® 12' CENTERMATES (4)#10x1/2•S.M.S.TO TUBE I D.C. FULL LENGHT. W/ HV LOCK 4 OfW/(205) HV LOCK o r-�yc AT EACH LE ANG (TYP) G r 1Gy 5 61, * 35* I N 3 * 3 N 5 10 5* � so 4©eR®,R©+pOR® 0 °" HVB OUT °x 1 4k�4 HVC o+Q°�©+©��+©eR HVA PI ©+O +©01t©+O+ I j//—EXISTING GLASS 10 5 3 eR eR RI oc�Sc 5t®°R@'@0+®°"; SYMMETRICAL * IN ©+O+©�,�+0+®6R MIN.sEPARAn0N 5 8 +®oR©9+QeRt9+®5 J cis CENTERMATESTO GLASS ___ _ Q + 8°R 1 + 8 oR 8 + 7 OR (SEE SCHEDULE oR + * w W/ HV LOCK 1�6 rllhon) ®+®0R O+©°R,g+@ ON SHEET 11) MIN. SEPARATION © ® as TO GLASSI N ®OPTIONAL 3 OR ©+® L--' (SEE SCHEDULE - ON SHEET 11) (INTERIOR) - —_-- ------- � — — — .. OUT ---------- cc --------- --- - * I ANe ea VARIES 3 90 ® L(Wv2 . ® 0 U T0 1/2" MAX. SLACK OUT * 5 (EXTERIOR) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity �nnl„Hu �•''`��A•Tt(,��,,,%,, ©2015 EASTERN METAL �E ,... (/r BERTHA EN ' `� '- /� ■ *`V■��* Accordion Shu rit IEC O .Nc. A RV MADE#1 W/OR W/o H. American Shutter Systems IEV. NC DESCRIPTION DATE TIWT TESTING & ENGINEERING COMPANY -O STATE OF p7 z 6355 N.W.36th.SL,Ste.305,VIRGINIA GARDENS•FLORIDA 3316 Association, Inc. 1 OLD 11-192 4/13/1 �; '� Phone: (305)871-1530. Fox: (305)871-1531 4268 Westroads Drive 2 r. FLQRIOP ��.` e-mail: West Palm Beach, FL 33407 3 %p....- G . WALTER ALT RRmn LG�Jr. 5 E/DATE 5 ALTERNATE INSTALLATION W V "T" LOCK 0 V MALE/FEMALE "T" LOCKS CENTERMATES 8 9 & LOCKERS 'n W-f . HV BLADE SEE ENR CONNEanom DETAILS ON SHEETS 10 Ac 1e INSTALLATION () HV BLADE '1�°°�""`"`� W-1 HD CENTERMATES 0 U.1 -INT I BLADE�SUCK DETAIL ENF,INDICATED ON SNEEf 8, v AS I ® ® O O O ® WELL AS UNIVERSAL BLAKE®DETAIL HUD—WO IN w w s • at 8 un 0♦ �^ INOICI�IID ON THIS SHEEP.r.MAY RE USED WITH PHIS ALTERNA i 10•®°P®'®0°©•®°' INSTALLATION DETAN HVG SHOWN IN 1}15 SHEEP SEE END WA DETAILS ON SI (6osa-Te ALLDY)ALUM. I a®♦0 35* * 35 ANG1E W/(2)1/�'�TAPCON p/6• AN Rs TO caNCREn (oP—Na) 4 (oPnow+U (mP/earm)s L------------------------------------- ---- (4)s,o,n/z'SJIS.ro nILLE I / ,D.30.C"fvu'L.Q1G,R. * I N ---- (4)N.R. - W 3 --- - (4) H.V. AT Eua+ANaF ) 30 HV "T" PINS MP_) PINS(IYP.) 5 3 LOCK (INSIDE) 1 s s 7 7/4 e s 1 - --- - ---- -------------- - ---� -- ----- - -- ' 5 1 2a 2s 1 1 1 1 n t 1/4 5/e• 11 Ot � 2 7/H• ® 5 3 OUT 31 oR 32 33 31 OR©2 31 oR 32 35 2 1/4" 0-20 x 1 1/2" S.S.M.S. 4 35* (0) 0Na) * SEE NOTE 6 FOR HV LOCH@. W/ 7/8"0 X 3/32" WINGNUT. (NPNNNAL) HDB—HVB OUT r LOCK,ON SHEET s. * SYMA4ETRICAL HD CI ©0 HV "T" LOCK (OUTSIDE) 28 SYMMETRICAL HD CENTERMATES / LOCK (I HVG.* W/ Q* LOCK (EXW TERIOR) t SERIES 904 ALUM,NULI (2024-73 ALLOY)LARGE FLANGE THIN a®°p©♦�7 °�® 1l1 ®°� SHEET NUfSEw.PART 10820. 10• : 3 AS MANUFACTURED 8Y AVDEL CHERRY ® ®'' © TETOORN,PARSIPPENY.NEW JERSEY ©♦�!©ax©♦O•®a 07054 OR EQUAL •�:®� ©•®°R®•®°1 ------------- 3 © SEE NOIES ON LOCIONO RODS 12&No®U v \ **UIUVOISAL RCITING BLADE®OETAIL HDD-M VALID TDR ALL CETOERPMES APPUCARONS Bnl 3h or HDD—HVD** FLOATING STACK t, FLORIDA BUILDING CODE(Hon High Velocit 2015 EASTERN MErAI �\,�GENSF• BERTHS - = /rILIECO �N�. A.S.S.A►. Accordion /O RH.v. BLADE#1 w/OR w/o tt ��/'`y1 s American Shutter Systems .No OESCRLPT1oN DAT TILLIT TESTING & ENGINEERING COMPANY -fl TATE OF .'o-a` Association. Inc. 1 OLD 11-192 4/13, �•,� .�(`` 6355 N.W.36th.St,Sts.305,VIRGINIA GARDENS.FLORIDA 3316 Phone :(305)871-1530 . Fox :(305)871-1531 4268 Westroads Drive 2 • •\ �� a-mall:tilteco®aol.comWest Palm Beach, FL 33407 3 sS/ONALECG�`" WALTER A. TILLLTM-000671Jr. P.E. 4 P.E. 'SE'ktf S'II;I &RE/DATE FLOI1mA u�. 9 441x7 6 POURED CONCRETE POURED CONCRETE CONCRETPOURED CONCRETE OR OR CONCRETE OR CONCRETE REQUIREDED BLOCK WALL BLOCK WALL REQUIRED BLOCK WALLREQUIRED REQUIRED EXISTING GLASS( EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS _ T — 7 2' MIN ® 16" O.C. r 2" MIN. MIN. SEPARATION T TO GLASS MIN.SEPARATION I MIN.SEPARATION SCHEDULE ON SHEET EQ I EQ TO GLASS(SEE 11 FOR BLADE FANO TO GLASS(SEE I i SCHEDULE ON s1rF1 1/16"x3' MAX. ON SHEET 19 FOR SCHEDULE��O 11 FOR BLADE 1QAN0 (6063-76) CONT. BLADES Q&® ON SHEET 19 FOR 1/T (LOCATE AT 1 N SHEET 19 FOR ALUM. CLOSER BLADES JQ& EITHER SIDE BLADES &® PLATE (LOCATE 1/2" OF SQ) AT EITHER SIDE MIN. \ ' 1/2' MIN. OF®) USE 1" OR 2' MAX. #1ax1/z' S.M.S. ---' #10x1®16SO.C. _ ---- (AS APPUCABLE)x2'x1/8'x0'-2' ( _--- ® 16' O.C. _—_—_ ALUMINUM CLIP ANGLE 1 4 \ (6063-T6 ALLOY) AT MIDHEIGHT 4 \ (1) gioxt/z" S.M.S. To®& (2)1/4"0 TAPCONS ANCHORS TO S SEE DETAIL X FO WALL AT 1" O.C. (LOCATE AT ♦ SIDE CONNECTION jO R ® EITHER SIDE OF(D) 1 OR �. 1 OR ® SEE DETAIL X FOR ) OR' ®♦ TO TRACKS © ® O O O SIDE CONNECTION " °"6* °"8 0• a' SEE DETAIL X FO SIDE CONN CTION TO TRACKS w w 6. 7 w 8 w 0•®w 10+®w®•�©•®w TO TRACKS 10+®w�• 10.®°'®r�w®'®"` 10',®w®•®°"©.©w ©+O r®w©,O•®w 6 .0 r O +�nt®`®wO+®w ®+®°x©`®w�`®°R �•®w®9 r®w1®+®w®+® O+®w®• O`®°�®•®w�`®apA 06 @ w®`® DETAIL END CONNECTION 3 END CONNECTI END CONNECTION DETAIL 10 END CONNECTION DETAIL 22 O 4 REQUIRED ONLY FOR SPAI POURED CONCRETE OR ——`—— EXISTING GLASS CONCRETE BLOCK WALL EXISTING GLASS 4 4 Zi REQUIRED _T__ _ --- - MIN.SEPARATION #1 1/2" S.M. --'---- ---- TO GLASS(SEE ® 16" •C• MIN.SFPARAMN Y "'�------ ----___SCHEDULE ON SHEET - TO GLASS(SEE y ------------ 6 OR------ ---- II FOR MADE D DIW CONCRETE 1/2" MIN. SCALE NSHEET ------------ N SHEET 19 FOR ANCHOR ® 11 FOR BLADE QAND 4 OR CONCRETE 0& 12" O.C. rJ ON BLADES SHEET 19 FOR ANCHOR Q ----- - ® 16" 1/2' MIN. D.C. = tH 4 _ _j 2: MIN. _ ___ EQ 6 OR®OROOR 2' MIN. 1. 2" MIN. • BLCADE LIMITATIO®ONNSHEETS OF U19 SE FOR OROOR�OR 1( OR� VIEW Y 5 1 OR ®♦ PLAN 1. OR ®w®w©•Ow®w10•®w DETAIL X OUREDCOR © � ® ® �® ® END INSTALLATIONPOURED BLOCK ® REQUIRED ©-O•®w©`O` HV BLADE OR i� HV WINDOW BL ®•®ate•®w®•®w ®;®W®;��®;®w CONCRETE OR CONCRETE BLOCK ENA CONNECTION DETAIEND CONNECTION DETAIL© O ® ® ® pr® FLORIDA BUILDING CODE Non High Veloci A. Tlz+ ��,, ©2015 EASTERN META BERTH/ C /� �+ �+ Accordion Sh 11�. O llN c. A.S.S.AftE Kv elan W/ OR W/O E American Shutter Systems # TILLIT TESTING & ENGINEERING COMPANY Ev.N DESCRIPTION DA r STATE O 5355 N. 35th.Se.Ste.305,VIRGINIA GARDENS.FlAR®1 3316 Association, Inc. 1 OLD 11-192 4/1: Phone : (305)871-1530 .Fox : (305)871-1531 4268 Westroads Drive 2 ORID ��`. _ West Palm Beach, FL 33407 3 F a—mail:tiltecocool.wm /�,,��' •••.•••� ,`\ ` WALTER A TIOLUT Jr. P.E. 4 P.E. C'�yIIS,Vi�I'URE/DATE FLORIDA L'c. 44167 5 6 SCHEDULE-J1 SCDULE SCHEDl11 E #3#3 (ft.). FOR INSTALLATIONS ` "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" (IMUM SHUTTER SPAN*"L+" # NOTES: MAXIMUM SHUTTER SPAN W/ OR "L-" (ft. FOR INSTALLATION LEGEND CENTERMATES. ® & ® or or ) R "L-" (ft.) INSTALLATIONS INSTALLATIONS W/ OPEMING SYMMETRICAL CENITEIRMAIES CONCRETE & W000 (1) L+: MAXIMUM ALLOWABLE SPAN FI W/ ONE H.V. LOCK ® or ® or or & MANSORY POSITIVE A.S.D. DESIGN PRESSURE RAI 8t W/ ONE HV LOCKS HD LOCK ® W/ NO LOCKING RODS or ONE HV LOCK or ® or ® A.S.D.MAX. LGN FRES SPAN FOR A GIS CENTERMATES ® & ® W/ ONE HV "T" W/ NO LOCKING RODS OR W/ No LOCKING WALL A, 6, C, D, E, M, N,S. P, 0, A SDESIGN PRESSURE RATING. ® ODS MOUNTING F, K & L R. S, & V. LOCK ® W/TWO LOCKING RODS ® TOP & (SEE NOTES tit) (VALID FOR MOUNTING(@ (2) PROCEDURE TO DETERMINE MAXIMI BOTTOM SEE NOTES ttl SHEET 7) FLOOR/CEILING G. H. I, 11, J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR F CONCRETE & WOOD INSTALLATIONS 0 CONCRETE&WOOD CONCRETE MOUNTING & M �UAMUM o°per ON As.o�DscN INSTALLATIONS GIVEN A POSITIVE A.S.D. DESIGN PRES PRESSURE WALL MOUNTING FLOOR/CEILING PRESSURE WALL MOUNTING PRtSSURE DETERMINE MAXIMUM SPAN "L+" FROM y,�G RATING & RATING FLCOR/CDUNG MOUNTING GIVEN A NEGATIVE A.S.D. DESIGN PRE; cpsr.) MOUNTING (Pcr.) FLOOR/CEILING MOUNTING (P•e•r•) OR DETERMINE MAXIMUM SPAN •L-" FROM (+OR-) (+OR-) (+OR-) FLOOR' ALL MOUNTING ��yy L+ (fQ L-(f) L+ (ft) L-(ft) L+ (ft) L-(ft) L+ (ft) L-(fg V MAXIMUM SHUTTER SPAN "L+"OR "L-" FOR 30 OR LES 16'-0" 16'-0" 16'-0" 16'-0' 30 16'-0' 16'-0' 30 i6'-0" 16'-0" INSTALLATIONS INTO WOOD SHALL BE UMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS E 105 psf. A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN 35 14'-10" 14'-10' 15'-2' 16'-0' 35 14'-f0" 14'-10" 35 15'-2" 16-10" 40 13'-TO" 13'-10" 14'-2' _ 15'-2' 40 13'-10" 13'-10" 40 14'-2" 15'-2" (3) PROCEDURE TO DETERMINE MAXIMI 45 13'-1" 13'-1° 13'-4. 14'-3' 45 13'-1' 13'-1" 45 13'-4" 14'-3' t HV CORNER CENTERMATE #3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUI 50 12'-5" 12'-5" 12'-8" 13'-7" 50 12'-5' 12'-5" 50, 12'-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/ FLOOR/CFJLING MOUNTINGS: 55 11'-10" 11'-10" 12'-1" 12'-11" 55 11'-10" 11'-10" 55 11'-1" 11'-11" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE AS.D. DESIGN 1 60 1 V-4" 11'-4" 11'-7" 1 12'-4" 60 11'-4' 11'-4' 60 10'-2" 10'-11" NOTE #5, SHEET 5. RATING:. 65 10'-10" 10'-10' 11'-1' 11'-11" 65 10'-10" 10'-10" 65 9'-5" 10'-1" DETERMINE; Lt+= MAX_ SPAN FOR WALT. MOUNTING 70 10'-6" 10'-6" 10'-9" 11'-5° 70 10'-6' 10'-6" 70 8'-9_ 9-4' L2+= MAX. SPAN FOR FLOOR/CEILING 75 10'-1" 10'-1' 10'-4' 11'-1' 75 10'-1" 10'-11 75 - 8'-9" ttEXCEPT THAT MAXIMUM SHUTTER SPAN "L+' OR INSTALLATIONS. 80 9'-10" 9'-10° 10'-0' 10'-9' 80 V-10" W-10" "L-"AND MAXIMUM A.S.D. DFSING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN 85 9'-6' 9'-6" 9'-9" 10'-5" 85 9'-6" 9'-6" INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" 9'-3" 9'-5" 10'-1" 90 9'-3° 9'-3" SHALT- BE LIMITED AS FOLLOWS: DETERMINE: 95 9'-0" 8'-9" 9'-2" 9'-10" 95 9'-0" 1- CONNECTIONS TO KEYSTONE MOUNTING LI MAX. SPAN FOR WALL NIOUNTIN( 100 8'-9" 8'-4" 9'-0' '-1" 95 8'-9" 8'-4" LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE L2-- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING @ ON SHEET 7. INSTALLATIONS. 105 8'-7" 7'-11" 8'-9" 9'-4" 105 8'-7" 7'-11" 110 B'-4" 7'-7" 8'-7" 9'-2" 110 8'-4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAN E 115 8'-2" 7'-3" 8'-4' 8•-11' 115 8'-2" 7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN "L7+', 'L7.+", 'Ll-' 120 8'-0" V-11' 8'-2" 8'-9" 120 8'-0" K5*-7' (4) GO TO ANCHOR SCHEDULE WITH F 125 7'-10° 6'-8" 8'-0" 8'-5" 125 7'-10" ALLOWABLE SPAN AND NEGATIVE A.S.D. 130 7'-8" V-5" 7'-10" 8'-1" 130 7'-8" WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXI 135 7'-7" W-2' 7'-9" 7'-9" 135 7'-7" SPACING. 140 7'-5" 5'-11" 7'-7" 7'-6" 140 7'-5" ASTM E-1996 SEPARATION 145 7'-3' V-9" 7'-5" 7'-3" 145 7'-3' TO GLASS 150 7'-2" 5-.7" 7'-4" 7'-0" 150 7'-2'155 7'-D" W-5" 7'-2' W-s' 155 7'-0' 1 THRU 3 1" 160 W-11" 5'-2' 7'-1' 6'-7" 160 6'-11' 8'-2" 165 6'-10" 5-1" 7'-0' 6'-4" 1 165 6'-10" 5'-11- 170 W-9" 4'-11" W-11' W-2" 170 6'-9" 4'-11" 175 6'-7" 4'-9' 6'-9" 6'-0". 175 6'-7" 180 6'-6" 4'-8" V-8" 5'-10" 180 6'-6" V-8" H V BLADE- 190 LA D E 185 6'-5" 4'-6" 6'-7" 5'-8" 185 6'-5" 4'-6" 190 6'-4" 4'-5' V-6" 5'-6" 190 6'-4" 4'-5" 195 6'-3' 4'-3' 6'-5." 5'-5" a195 6'-3" 4'-3" 200 6'-24'-2" 6'-4" 5'-3" 6'-24'-2"205 6'-1" 4'-1' 6'-3" 5'-1' 6'-1" 4'-1" FLORIDA BUILDING CODE Non Nigh Velocit ©2015 EASTERN MET „1,1►HMT BERTH =iL C O I N A.S■S■,A■ Accordion H.v RADE #1 w/OR w/AO o American. Shutter Systems EV.N DESCRIPTION D TICCIT TESTING & ENGINEERING COMPANY A Association. Inc. , OLD 11-192 4/13 6355 N.W.36th.St,Ste.305•VIRGINIA GARDENS.FLORIDA 3316 4268 Westroads Drive z Phone : (305)871-1530. Fax:(305)871-1531 z 4i 2 e-mail:tilteco®aol.com West Palm Beach, FL 33407 3 F : EB-ObO6719 • ' O,(: COAIZP•'�\C�'`�� WALTER A.TILUT Jr. P.E. FLORIDA Ua #44167 5 �' `S AIG E/DATE 6 MAXIMUM ANCHOR} SPACING..[in-1 SCHEDULE FOR A OVEN MAX, SHLMSM DESIGN NEGATIVE PRESSURE,.RATIM AND A CORRESPONDINGMOUNTING 7YPE FOR CONCRETE OR CONCRETE ANCHORS SPACIJA IONS NG LEGEND POURED CONCRETE SEE MOUNnNOS , a,c, D MID F ON SHEET 6 POURED CO CONCRETE BLOCK FAPCON OR MAXIMUM A WALL HEAD MOUNTING A WAIL HEADER MpUNiiNG Ayp HEADER MOUNTING D WALL WILL OUNTING D WALL SILL OUNI7NG C & F 1NALL HEADER/SILL TAPCON WITH ADVANCED gP,gT W W/ / W/ MOUNTING THREADFORM TECHNOLOGY {fty ASD.DEVON NEDATAE PR6Sm RAw wf A.U.DESIGN NEGRINE PRESSIN tN6INd W ASA,DESIGN NEGAli4E PRESSUM WN Off ASO.DESIN N ARVE RATING led A3.D.DESIGN NECATNE PRESSURE RARNc W,ASD.DESIGN N10i1NE PRESSUM RAT97G ALL POINTS SOLID-SET 30140160175 90 120 160 205 30 40160175 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 175 1 9ti 120 1611 205 30 40 60 75 90 12D 160 205 30 40 60 75 90 120 1 205 BLUE TAP 14 12 10 8 8 B 8 6 14 12 10 9 8 8 6 6 14 12110 9 8 8 6 6 14 12 10 9 8 8 6 - 14 2 10 9 8 8 6 5S 8 8 8 8 8 8 7 5 3,-O" 14 12 10 0 8 8 8 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 t4 12 10 9 -8 8 6 8 14 12 10 9 8 8 6 6 8 8 a 8 8 8 B 8 TAPPER# OR 14 12 10 9 8 8 6 5 14 12 10 9 8 B 6 6 14 12 10 9 8 a 6 6 14 12 10 9 8 8 '6 3 14 12 10 9 8 8 8 6 B 8 8 8 8 8 8 65 414 112 fig, 9 8 8 IS 1 6 14 12 10 9 a 8 9 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 - 14 12 10 9 0 8 6 6 a 8 8 8 8 8 8 7 14 12 10 9 8 8 1 6 1 4 14 12 10 9 8 a 6 8 14 12 10 9 B 8 6 6 14 12 10 9 8 7 - 14 12 10 9 8 7 55 - 8 88 8, 8 7 5.5 9 8 8 6 4 14 12 10 9 8. 8 6 8 14 12 10 9 8 8 6 6 14 12 10 9 8 8 SS - 14 12 10 9 8 8 6 6 a 8 8 8 8 'B 8 8 14 12 10 9 8 8 14.51- 14 12 10 9 8 6 6 4 14 12 10 9 8 1 8 6 6 114 12 10 9 8 8 - 14 12 1 10 9 8 8 6 8 8 8 8 8 8 65 S. t4 12 10 9 8 8 1 B f; 114 12 10 9 18 IS 6 6 114 '12 10 9 8 18 6 8 114112 TO 9 8 8 - 14. 12 101 9 8 8 6 a 8 8 8 1 8 1 8 1 7 5.5 14 12 10 9 8 8 14.51 -114 12 10 9 1 B 1 8 6 3.5 14 12 10 9 8 8 6 8 14112 10 9 7.5 - - 14 12 101 9 7.5 5.5 - - 6 8 8 B 7.5 55 4 3 * SEE ANCHOR 14 12 t0 9 8 8 45 -.114 12 10 9 8 8 6 35 14 12 10 9 B 8 6 6 14 12 10 9 8 7 - - 14 12 t0 9 8 a 6 - a 8 8 a 8 8 8 a 5'-O" 14 12 10 9 4 5.5 - I - 114 12 10 9 a 8 4.5 - 14 12 10 9 a a 6 5 14 12 10 9 8 3 - - 14 12 10 9 1 8 1 7 - 8 1 8 8 8 8 7 5 a SPECIFICATIONS 14 12 10 9 8 8 4 1 -114 12 10 9 8 8 6 •35 14 12 10 9 8 8 6 6 14 12 10 9 8 - - 14 12 10 9 8 17.6 - 8 8 1 8 8 8 7.5 5.51 4 ON SHEET 13 14 12 10 9 8 5.5 3 - 14 12 10 9 8 8 4.5 - 14 12 10 9 8 8 6 6 14 12 9.5 75 4 - - 14 12 9.5 7S 85 3.5 - 8 8 8 TS 6S 4S 3.5 ^ 6,-O` 14 12 10 9 85S - -- 14 t2 10 9 8 8 4S - 14 12 10 9 8 8 6 6 14 12 10 9 8 , 4 - - 14 12 10 9 8 8 4 - S 8 8 8 8 8 8 7.5 14 12 10 9 8 3 - - 14 12 10 9 8 8 - - 14 12 10 9 8 8 55 3S 14 12 10 9 45 - - 14 12 10 9 7.5 4 8 8 8 8 T.5 5.5 4 3 14 12 10 9 8 5 - 14 12 10 9 8 8 4 ^ 14 112 10 9 8 8 6 55 14 12 10 9 5 - 14 12 t0 9 8 4.5 - 8 8 8 8 8 6 4.5 - 14 12 10 9 8 4 - 14 12 10 1 9 8 6.5 3 - 114 12 10 9 8 8 6 - 14 12 8 4.5 - - - 14 12 8 65 5.5 - a 8 a 65 5.5 4 3 7,^0. 14. 12 10 9 8, 4 - - 14 12 10 9 8 65 3 - 14 12 10 9 8 8 6 - 14 12 10 9 6 - - 14 12 10 9 B 7 - - 8 6 8 8 8 B 7.5 6 14 12 10 9 45 - - 14 12 10 9 8 4 - 14 12 10 9 8 7 4 - 14 12 10 5S - - 14 12 10 8 6.5 - 8 8 8 8 6.5 5 3S - 14 12 t0 9 7.5 75 - - t4 12 10 9 8 6 - - 14 12 10 9 8 8 6 - 14 12 10 6 - - - - 14 12 10 85 7 8 8 8 8 7 5 4 14 12 10 9 55 3 - - 14 12 10 9 8 45 - - 14 12 10 9 8 e - - 14 11 7 - - - 14 it 7 55 3,5 - - 8 8 7 55 4.5 35 - - 6,-0, t4 12 10 9' 55 - - - 14 12 10 9 8 4.5 = - 14 12 10 9 8 8 - - 14 12 10 7 4 - _ - t4, 12 10 9 8 3 = = 8 8 a a 8 75 T 4 ffSEE,LIMITATIONS pF USE FOR 14 12 10 5.5 3 - - - 14 12 10 9 8 - - 14 12 10 9 8 5.5 - - 14 12 85 3 - 14 12 8.5 7 4 8 a 8 T 5.5 4 3 BLAE SA ON SHEET 19 14 12 10 9 5 - - 14 12 10 9 8 4 - 14 12 10 9 8 8 - 14 12 9.5 - - - - 14 12 9.5 7.5 4.6 - 8 8 8 7.5 6 4.5 - 14 12 10 6.5 4.5 - - 14 12 10 9 75 - - 14 12 10 9 8 - 13 9.5 4 - - - - 13 95 64 5 .8 8 65 5 4 3 G,-0` 14 12 10 65 4 - - - 14 12 10 9 7.5 - - - 14112 10 9 8 - - 14 12 10 5 - - - - 14 12 10 8 55 - - - B 8 8 8 a 65 6 3 14 12 8.5 4 - - 14 12 10 9 4.5 - - - 114112 10 9 7.5 - - - 14 11.5 4S - - - 14 115 7.5 8 - 8 8 7.5 6 5 4 14 12 10 6 4 - 14 12 10 9 7 - 14 12 10 9 B - 14 12 5 - 14 12 8 6.5 - - - B a 8 BS 55 4 14 12 9.5 5 35 - - 14 12 10 9 5S - - 14 12 10 9 8 1.5 85 - - - 1.5 95 5.5 - - - 8 8 55 45 3.5 - 10,-0` 14 12 9.5 5 3.5 - - - 14 12 10 9 55 - - - 14 12 10 9 8 - - 14 12 7 - - - - - 14 12 10 7.S 5 - - - e 8 8 8 8 75 4.5 - 14 12 SS 3 - - 14 12 10 8 3 - - - 14 12 10 9 6 - 14 tO.5 3 - - - - 14 10.5 7 MIS - - 8 8 7 55 45 35 - t4 12 9 45 3 - 14 12 10 9 5 - 14 12 10 9 8 - 14 11 - 14 11 75 - 8 8 7.5 6 5 74 12 7 - - - 14 12 10 - - - - 14 !2 10 - - 0.5 8 - - - OS 8 5 - - - - B 8 5 4 3S 14 12 7 - - - - - 14 12 10 - - - - - 14 12 10 - - - - - 14 12 5 - _ - - - 14 12 10 - - - - - 8 8 8 B 8 7 3.5 » 14 12 4 - 14 12 10 - - - 14 12 10 - - - 25 9S - - 2.5 9.5 6 - 8 8 6 5 4 3 14 12 6.5 - - - - - 14 t2 10 - - - - 14 12 10 - - 3.5 10 - - - - 14 10 7 - - - - 8 8 7 5.5 45 - 14 12 55 - - - - - 14 12 10 - - _ - - 14 12 10 - - - 9.5 7 - - - - - 9S 7 3S - - - - 8 7 4S 35 3 12-0` 14 12 5.5 - - - - - td 12 10 - - - - - 14112 10 - - - 14 12 4 - - - - 14 12 10 - - - - - 8 8 8 a a 6 3 - 14 12 3 - - 14 12 $ - 14 12 10 - - - 1.5 8S - - - 15 6,5 4 - 8 8 55 4.5 4 14 12 5 - - - - - 14 12 10 - - - - - 14 12 10 - - -- - 25 9S - - - - - 3.5 9.5 45 - - - - - a a 6 5 4 _ HV BLADE OR H 14 !2 _ _ _ _ _ 14 l2 - - - - 14 12 - _ - _ _ 9 4.5 _ _ _ _ 9 6,5 _ _ _ 8, 65 45 3,5 3 14 12 - - _ _ - - 14 12 - - - - 14 12 - - - 14 12 - _ - _ - 14 12 - - - - - - 8 6 8 S. a 4S - H� rr�NQ�YI 14 10 - - - 14 12 - - 14 12 - - 05 5.5 - - 05 8 - - $ 8 5 4 3.5 - // (14 14 12 - - - !k 12 - - 14 12 - - - [7.5 6 - - - 1.5 85 - 8 8 S5 45 - f (�jj jam_ 14 12 - - - - 14 12 - - - - - 14 12 - - - - 3 - - _ - - 8 6 - - - - - - B 6 4 3 - - - Yy�,JRK�NV iN UNI 14,-0` ti 12 - - - - - - 7+ 12 - - - - - - 14 12 - - - 9 - _ - - 14 72 - - - - - 8 8 8 8 7.5 4 - 14 7 - - - - _ 14 12 - - - - - - 14 12 - - 4 - - 10 7.5 - - - - - - 8 7.5 5 4 3 14 15 - - - 14 12 - - - - 14 12 - - - 4 - - - 0.5 8 - 8 8 5 4 14 - - - - - - 14 - - - - - - 14 - - - - - - - - - 75 - - - - - - 75 55 35 315._0. 14 _ 14 - - - - - - 14 - - - - - - - _ - - - 14 - - - - - - a 8 a 7 7 3.514 - - - - - 14 - - - - - 14 - - - - - - - - 9 - - - - 8 7 4.5Z 14 - - - - 14 - - - - - 14 - - - - - - - - - 70 - - - 8 7S 5 - - 14 - - - - - - 14 - - - - - - - 14 -' - - - 7 - - '- 7 - - - - - 7 5S 3S - '•7414 - - - - - 14 - - 14 _ - _ - 14 - - - - - - B a 8 14 - - - - - - 14 - - - - 8 - 8 - - - - - - 8 6.5 4 14 - - - - - - - 1i - - - - 9S - - - - 95 - - - - - - - a 7 45 - - FLORIDA BUILDING CODE(Mon High veloclt ,,�`�\�� A; ©zo16 EASTERN METAL Y(�C/k� ' BERTH Accordion Sh L G V !N c, AmSw A 0 NFIV. BLADE #1 W/OR W/O FL American Shutter Systems IEV.Nv DESCRIPTION DA TILLIT TESTING & ENGINEERING COMPANY SATE OF *' Association, Inc. 1 OLD 11-192 4 t 6755 N.W.36th.SL,Ste.305.VIRGINIA MMS,RMOA 3316 1 3 y �'p- ------ Phone: (305)871-1530 . Fax : (305)871-1531 4268 Westraods Drive 2 ORION ,•`�, �.� e-mail: tilkeco�ool.rnm West Palm Beach, FL 33407 3 .......•w;CS `%V WALTER A0T0.11T1Jr. P.E. 4 P.E. Se y6lolliA1l�RE/DATE r�oRrDnLc. 4x167 5 6 MAMMUM ANCHOR* SPACING (in,•) SCHEDULE FOR A GREN MAx. SI•(UT Eg SPAN_ SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUB e c n DE5!GN NEGAT6'E MMEE E RATING MQ A GIN2RESPONDING MIXIONG Iff F0.° CONCRETE CONCRETE&MRV�SrAt f ATIONS (SEE MOUNRNGS 1,G,&H ON SHEETS &7) 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS. POURED BLOCK POURED OOHCRIERE (A) TO DOSTING POURED CONCRETE: (Min. Vc - 3 k6l) UA1a m @WALL SILL MOUNTING ©CEILING MOUNTINGHO FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX. SPAN ANCHORS SPACING LEGEND - 1/4'0 x 3/4'ALL POINTS SOLID-SEr ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW. BOLT& SPECIALTY COMPANY. (g) kSA 000 LtFftI1VE P85SURE FATING M Ua DESIGN NWATME PARE RATING(paf)kSIL DESIGN NECAIVE PRESA7PE RATINGwo - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC.(Min. f'c= 2 4 30 140 160 175 9D 112011601205 30 40 60 175 180 1120 160 205 30146 80 75 190 1TAPCON OR20 160 205 - 1/4'0 TAPPER+ANCHORS AS MANUFACTUREDBY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW, B TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTI 14 12 110 1 9 a 9 B 5.5 14 12 to 9 8 'a 6 6 14 12 10 9 8 8 6 6 THREADFORM TECHNOLOGY 3'-0' 14 12 101 9 8 8 8 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 (Mart, Pc = 3 ksT) OR 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5 ALL POINTS SOUR-SET BLUE TAP'W/ CAP NOTES: 14 12 10 9, a 8 6 7 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 / A1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 14 12 t0 s a 7 5S 35 t4 12 10. 9 8 8 6 6 14 12 10 9 8 8 6 5 TAPPER- ANCHORS IS 1 3/4', AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/0. 4'-0• 14 12 10 9 a 8 6 6 14 12 10 9 8 a 6 6 14 12 10 9 8 8 6 5.5 14 t2 10 9 8 a 6 4 14 12 10 9 8 a s 4.5 14 12 10 9 8 6 .4 M5 A.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOUR-SET ANCHORS SHALL Bt 7/8'INTO THE POURED CONC 14 12 10 9 8 8 6 4.5114 12 10 9 a a 6 5.5 14 12 110 9 8 8 '6 4.5 LOTINTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOUT 14 12 10 9 7S 5S 3S - 14 12 10 9 8 8 6 5 14 12 10 9 a, 7 5S BLADEON 4 •SEE U@ ONNS DP USE FOR SHEEP 19 1' MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 a e 6 8 14 12 10 9 a 8 6 Sb 14 t2 10 9 8 B s 4b 14 12 to, 9. 8 7 4 - 114 12 10 9 8 54 5 SS 14 12 10 8 6.5 5 3.51 3 1 A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING 14 12 to 9 a 7S 4.5 - 114 1z to 9 a a 6 4.5 14 12 10 9 a' 6 4.5 1&75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHAL 14 12 9.5 7.5 6.514.5 - - 14 12 110 9 a 7S 5.5 4 14 12 10 9 B 6 4.5 3.5 NOTES 0.1) &A.2)ABOVE. FOR INSTALLATIONS ON-VINYLL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT 6'-0" 14112 110 9 8 8 6 - 14 12 10 1 9 8 8 6 5 14 12 10 9 8 6.5 5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 7.5 55 3 - 14 12 10 18.51 7 5.5 4 3 14 12 8 6.5 5.5 4 3 - 14 12 10 9 8 6 - - 14 12 101 9 1 8 64 5 13.75 14 12 to 8S 8 5 4 - (B) TO EXISTING CONCRETE BLOCK: (ASTM C-90) - 14 12 8 6.5 5.5 3 - - 14 12 10 1 9 1 e 6.5 4.513.5 14112 110 8 7 5 &S 3 - 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILOEX. ,4 12 to s a e - - 14 12 10 9 8 7 5 4 14 12 '10 9 7b 5S 4 3 - 1/4'0 x-3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW. BOLT& SPECIALTY COMPANY. 7'-0" - 1/4"0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. 14 12 10 , 7 4 - - 14 12 8 7.@ 6 4.5 4 - 14 ,12 7 5S 4S 35 - - - 1/4"0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW, B 14 12 10 8.5 7 4 - - 14 12 ,D 9 7b 5b 4 - 14 t2 9 7 6 4:5 3 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITFI THE AMERICAN SHUTTER sysp 14 11 7 5.5 4S - - 14 12 10 9 7S 5S 4 - 14 12 9 7 8 4.5 3 14 12 10 9 a &5 - - 14 12 10 9 8 6 4 - 14 12 10 8 6S 5 3S - NOTES: 8'-0• 14 12 8:5 7 5.5 3 - - 14 12 8 16.5 15.5 4 3 - 2S 9.51 6 5 4 3 - B_1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,,BLUE TAP W/,CAP ANCHORS AND TAPPER+ANCHORS IS 14 112 19.5 7.5 8 14 12 94 8 6.5 5 - - 14 12 1 6 6 6.5 4 - - WITH ADVANCED TIiREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5 1 6-5 5 3.5 - - 14 12 101 6 64 5 - - 14 12 8 6.5 5 4 - 9,_0. 14 12 110 9 8 - - - 14 12 10 9 75 4S - - 14 12 85 7 15 a - - 8.2) MINIMUM EMBEDMENT OF 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO TH 14 111.5 75 6 4 - - - 14 '11 7 53' 5' 1 3:5 - - 11 a 5.6 4.5 &5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-2D S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG 14 12 8 6.5 4.5. - - 14 12 8.5 7 5.5 4 - - 14 10.5 7 54 6 4.5 - - EXIST.AND 1' MINIMUM FOR WALLS WITH NO STUCCO. 11.5 &5 5.5 4 - - - 14 12 9 7 6. 4.5 - - 14 11 7 5.5 4S 3.5 - - 10•_O, 14 12 10 9 7.5 - - - 1a 12 10 8' 6.5 5 - - 14 12 a 6 5 4 _ - B.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXfSRN 14 10.5 7 5 3.5 - - - 13 9S 6.5 5 4 3 - - 10 7S 5 4 3 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHA 14 11 7.5 5.5 - - 114 11.59. 6 5 4 - 2S 95 6 5 4 4 - NOTES ELI) & B.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSUL O.5 8 5 - - - 14 12 8 6S 5S 4 - - 13 10 6.5 5 4 3 - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - - - 14• 12 9 7 6 4S - 14 10.5 7 5S 4.5 3.5 - 11-0"12-5 9.5 5 - - - - - 12 9 8 4S 4 3 - - s 7 4S 3S 3 - - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S 14 10 7 - - - - - 14 105 7 5.5 45 - - - 1.5 ES 5S 4.5 3.75 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. 9.5 7 4.5 - - - - - 14 11S 7.5 6 5 - - - 12 9 6 4.5 4 - - 12'-0' 14 12 10 - - - - - 14 12 8 6S 5S - - - 13 10 65 5 4 _ _ _ EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 11S 8.5 4.5 - - 11 8 SS 4 3S - - 8 8 4 3 MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW. FOR E 0. LESS THAN THE INDICATED.RED 13.5 9.5 6 - - - - 13 9S 6.5 5 4 - - - 0.5 8 5 4 - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 14 10.5 7 5.5 4S - - - 11 85 5,514-5 3S - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR t4 12 - - - - - - t4 ttS 7S s 5 - _ - 1z s s aS 4 - - - FACTOR - - - - - 10 7.5 5 4 3 - - 7.5 5S 4 3 - ACTUAL TAPCON WITH ADVANCED 25 &5 - - -- - - - 12 9 s 4s 4 - - - 9.5 7 5 4 - - - - EDGE TAPCON THREADFORM TECHNOLOGY �" POINT SOLID SET BLUE TAP W/CAP g 6 - - - - - 13 95 6.5 5 - - - 0S 7.5 5 4 - - - 1 V BLADE O DICTANCE 14 12 - - - - - - t4 ,OS 7 5b - - - 11 9.5 5.5 A5 - - - - ED. MIN. SPACING = 3" MIN. SPACING = 3" MIN. SPACING e 3 1/2' MIN. SPACING = 3" 3 3 14'-0' ,O 75 _ _ _ _ _ _ 9 7 4.513.5 - - - - 7 5 3b 3 - - - - HV BLADE W POURED CONCRETE& POURED CONCRETE CONCRETE a= POURED CONCRETE& POURED CONCRETE&pts. 11 8 5.5 4.5 - - - 9 BS 4.5 - - - - - HV WINDOW LAN,ED. 3'CONCRETE CK E0.'31/2' MIN.ED.•21/2' MIL 0 36,OCK �NisON E.O. 2RETE 1 CK Mrt�_ 7.5 - - - - - - - 12 9 6 - - - - - 9,5 7 4.5 - - - - 3' 1.0 0.90 1 1.0 0.78 1.0 0 14 - - - - - - - 3.5 10 6.5 - - - - - 05 8 5 - - - - - BLADE WORKING 15'-0' 8S 6S 4 - - - - - 6.5 5 3 - - - - - 2 1/2' - 0.81 1.0 - - 0. - - - TO-.5 I 5 - - - - - 8S e 4 - - - - _ IN UNISON ♦ 2' _ 0.71 - - - 0 7 - - - - - 1S 8S 5.5 ^ - - - - 9 6S 4.5 - - - - - 1 3/4' - 0.91 - - - O. 14 - - - - - - - 2.5 5 6 - - - - - 10 7.5 5 16'-0" 9 _ _ _ _ _ - a 6 4 - - - - - 6 4S 3 - - - - - 1 1/2' 0.35 - - - - 0. 9-51- - - - - - - 9S 7 5 - - - - - a 6 4 - - - - - FLORIDA BUILDING CODE(Non Nigh Veloci P:T1L1 J., ©2015 EASTERN MEQ • ''c�NSF' '� BERTH A L E C O N t:. Accordion Sh - .S.S■A. FLV. RADE #1 W/OR W/0 /-� American Shutter Systems 4EV.No DESCRIPTION DA TILLIT TESTING & ENGINEERING COMPANY 's SPATE of 6355 N.W.36th.St.,Ste.305,VIRGINIA GARDENS.FLORIDA 3318 Association. Inc. t OLD 11-192 4/1 O.•.•.. OR • Phone : (305)871-1 til0 . Fox! (305)871-1531 4268 Westroads Drive 2 ,C C? �• West Palm Beach, FL 33407 3 WALTER A DLUT Jr. P.E FLORIDA Uc. #44167 5 P.E. �E'k4! le�NATURE/DATE 6 iuUU(IMUM ANCHOR# SP/ IN3(�,) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN_ A.S.D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS_ ATIONS_ (SEE MOUNTINGS I,J.K&L ON SHEET 7). POURED CONCRETE POURED.CONCRE[E CONCRETE•BLACK MAwNtIY I WALKC=,* 1 TRENCH QRAINGUARD MOUNTING QK WALL/ELOOR MOUNTING ©wALL/WALK OVER MouN11Nc ANCHORS S MNG UEGEND Rµ CON OR A.&D.DtslsN n7:r w PREb51WE RA m � DEm NECAmE PRE6811RE RATm .&DtSIGN NEGIDnrE PRESSURE RATM OL4W NENW PRESSURE MW TAPCON PWITH ADVANCED 30 40160175 90 120 160 205 30 140 1 60 75 190 11261160 205 30 40 60 75 90 120 160 205 30 40 160 175 190 1120 160 205 THREADFORM TECHNOLOGY 14 12 110 1 9 8 8 8 16 12 112 12 12 12 01.51&5 65 7 7 7 7 7 7 7 15.515 5 5 5-F5 15 5 5 ALL POINTS SOLID-SET 3•-0" 14 12 10 9 8 8 8 8 12 12 12 12 12 12 95 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5. 5 R LESS 14 12 10 9 8 8 6 6 12 12 12 12 OS 8 6 4.5 7 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 BLUE TAP 14 12 10 9 B 8 6 6 12 •12 12 12 12 10 75 8 7 7 7 7 7 7 7 7 5 5 5 s s 5 5 s TAPPER+ 14 12 10 9 8 8 6 -a 12 12 12 12 1.5 85 BS 5 7 7 7 7 7 7 55 4. 5 5 5 5 5 5 5 4 4-0' 14 12 10 9 8 8 6 6 12 12 12 12 12 9.5 7 5S 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 9.5 8 6 4.5 3.5 7 7 7 7 7 7 6S 5 5 5 5 5 5 5 5 5 14 12' 10 9 8 8 6 6 12 12 12 12 10 7.5 55 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 55 4 3 5 5 5 5 5 5 4 3 -5'-0' 14 12 10 9 B B 8 6 12 12 12 12 10 75 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 B 8 8 8 12 12 9S 7S 6 45 35 - 7 7 7 7 7 75 3.5 5 5 5 5 5 5 5 4 14. 12 10 _1__A_ 8 8 6 12 12 12 9.5 8 6 45 - 7 7 7 7 7 7 5.5 4 5 5 9 5 5 5 5 4 * SEE ANCHOR 14 12 10 9 . 8 8 6 6 12 12 1.5 9 7.5 5.5 4 3 7 7 7 7 7 4.5 35 - 5 5 8 5 5 4.5 35 - SPECIRCATIONS • 6•-0' 14 12 10 9 8 B 6 6 12 12 12 10 8 6 4.5 3S 7 7 7 7 7 7 7 7 5 5 5 . 5 5 5 5 5 ON SHEET 13 14 12 10 9 8 B 6 6 12 12 8 6 5 4 3 - 7 7 7 7 7 55 4 - 5 5 5 5 5 5 4 3 14 12 10 9 8 8 6 6 12 12 10 8 6.5 5 .75 - 7 7 77 7 6 4.5 - 5 5 5 5 '5 5 4S - _ 14 12 10 9 B 8 6 6 12 12 10 8 0.5 5 3S - 7 7 7 &5 5S 4 - - 5 5 5 5 5 4 3 7'-0. 14 12 10 9 8 8 6 6 12 12 12 B.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 10 9 B 8 9 6 12 10 65. 5 4.5 3' - 7 7 7 7 &5 5. 3 - 5 5 5 5 5 5 35 3 14 12 10 9 8 8 6 6 12 12 85 7. 55 4 - - 7 7 7 7 T 5 - - 5 5 5 5 5 5 4 - Q VALID ONLY FOR UP TO +70, -75 14 12 10 9 8 8 6 - 12 12 &5 7 55 4 3 - 7 7 7 5.5 4.5 3 - - 5 5 5 5 4S 3.5 - - PSF A.S.D DESIGN PRESSURE 8•-0" 14 12 10 9 8 8 6 12 12 0.5 75 6 45 3.5. - 7 7 7 7 7 7 7 4 5 5 5' 5 5 5 5 5 RATING & FOR SPANS PER 14 12 10 9 8 8 6 - 12 9 6 4.5 4 3 - - 7 7 7 7 5.5 4 - - 5 5 S. 5 5 4 3 - SCHEDULE 3, SHEET" 11 14 12 10 9 8 a 6 - 12 i t 75 6 5 .75 - 7 7 7 7.6 6 45 - 5 5 5 5 5 4.5 - .14 12 10 9 8 9' - 12 1.5 75 8 5 35 - - 7 7 6.5 5 4 - - 5 5 5 5 4 3 - 9,-0. 14 12 10 9 8 B - - 12 12 9.5.6.5 55 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 12 10 9 8 8 - OS 8 5 4 3.5 - - - 7 7 7 6 5 3S - - 5 5 5 5 5 4 3 14 12 10 9 8 8 - - 12 10 6.5 5 4S - 7 7 7 6.5 5S - 5 5 5 5 5 4 14 12 10 9 8 8 - - .12 0.5 7 5S 45 35 - - 7 7 5S 4S 3S - - 5 5 5 4S 35 - - - 10-0" 14 12 10 9 8 8 - - 12 11 8.5 6 5 &5 - - 7 7 7 7 7 7 4.5 - 5 5 5 5 5 5 5 45 14 12 10 9 8 8 - 95 7 4:5 3.5 3 - - 7 7 7 5.5 45 - 5 5 5 5 4.513-5 - - 14 12 10 9 8 8 - - 12 9 6 5 4 7 7 7 6 5 - 5 5 5 45 5 14 12 10 9 B 8 - - 12 95 6 5 4 3 - 7 7 5 4 3 5 5 5 4 3.5 - - 14 12 10 9 B 8 - - 12 10 7 5S 4.5 3.5 - - 7 7 7 7 7 7 3S - 5 5 5 5 5 5 5 4 14 12 10 9 8 8 - - 11 6S 4 3S 3 _ _ _ 7 7 6 5 4 - - - 5 5 5 5 4 3 - 1 H V BLADE D N LY 14 12 10 9 B 8 - - 11 B 5.5 4 - - - - T 7 7 55 45 - - - 5 5 5 5 4S - - - 14 12 10 9 8 - f.5 a.5 5.5 4.b 35 - 7 7 4.5 3.5 - - 5 5 4S 3S 3 - 12,-0" 14 12 10 9 8 - - - 12 9.5 6.5 5 4 3 - - 7 T 7 .7 7 6 3 - 5 5 5 5 5 5 45 3S 14 12 10 9 8 8 6 4 3 7 7 5.5 45 35 - 5 5 5 4.5 4 3 14 12 10 9 8 - 10 75 5 4 7 7 5 5 5 5 5 5 4 - 1.4 12 10 9 8 - - - OS 8 5 4 3.5 - - 7 6S 4.5 3S - - 5 5 4S 35 3 ' 13-0" 14 12 10 9 8 - - - 1S&5 8 4.5 3S 3 - - 7 7 7 7 7 4S - - 5 5 5 5 5 5 4.5 3.5 14 12 10 9 8 - - - 7 5S 3S 3 - - - - 7 7 5 4 3 - - - 5 5 8 4 3 14 12 10 9 8 9 7 4S 13 - 7 7 5.514-5 - 5 5 5 45 4 14 12 10 9 - - - 10 7.5 5 - 7 B 4 3 - - 5 5 4 3 - • 14�-0� 14 12 10 9 - - - - OS B 5,5 - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 14 12 10 9 - - BS 5 3 - - 7 7 5 3.5 - 5 5 5 4 - - 14 12 10 9 - -'&5. 5.5 4 - 7 7 5 4 - - - 5 5 5 4 - 14 12 10 - - - - - 9 7 4S - 7 5.5 3.5 - 5 5 3.5 3 - 15•-0" 14 12 10 - - - - - 10 7.5 5 - - 7 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 14 12 10 - - - - 8 4S 3 - - 7 7 4S 3 - - - 5 5 45 3.5 - - 14 12 10 - - - 8 6 4 - 7 7 5 5 5 4 14 12 10 - - - &5 6.5 4 - - 7 5S 35 - - - 5 5 3S - - - 16-0" 14110 - - 95 7 45 - - 7 7 7 7 6 3 - 5 5 5 5 5 4.5 3.5 - 1412 10 - - - - - 6 493 - 7 &5 4 5 5 4 3.5 - - 14 12 1D - - - - - 7S 5.5 75 - - 7 7 45 5 45 - - - - - FLORIDA BUILDING CODE(Non High Velocity A. T�� ©2015 EASTERN METAL BERTHA L E C O M . Accordion Shu American S.S■A. H.V. BLADE#1 W/OR W/o H V t TILUT TESTING & ENGINEERING COMPANY butter Systems Ev.N DESCRIPTION DAZE `� STATE OF 635514.W.36th.SL,Ste.305,MGM GARDENS.R.ORIDA 3316 Association. Inc. t OLD 11-192 4/13/1 Phone : (305)871-1530. Fax : (305)871-1531 4268 Westroads Drive 2 ORI DP .`�, 6-mall: tlteco®aol.cam West Palm Beach, FL 33407 3 /� ss •......•'• �\�\ EB-0006719 fit ONAL FNG�� o�mn u�9 4s, E s P.E. SEALsNiaN14iNa�/DATE 6 MAXIMUM A.S.D. DESIGN PRESSURE RATING (n•s•f•) AND CORRESPONDING "MUM ANCHOR SPACING (in.) SCHEDULE FOR A HIEN MAX;„SHLMR SPAN. NEGATNE AS.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOUN7IHG TYPE, (SEE MOUNTINGS ON SHEETS 16 & 17). LJ B !EE3T FEAT E SOUTHERN PINE No. 2 W MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERNIPINE No. SPRUCE PINE SPRUCE PI / 1/2" MIN. COX DOU�IABNFIR W�, FIR NORTH FIR SOUT DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MIN. G=0.50 / W/ MIN. G=0.43 W MIN. G= MAXIMUM SPAN(R) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS 8.0. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOU W & X W & X W & X P & 0 S & V S &V S &V r[s6RE 11r®Jiff NaNc(p><I [®a1 taleunE I1£�AE IW116 fD�I 7991 IL3AM1f RafS9112E fW710(p� uLwx fffGUM1E a H,@ls(pd) OF9a1 REGtIhE R✓m111{F (p� nE4i+IETAhE R ME M fm omal IaAnE eliim Mw MMI L®al 1¢=PR39g Em M xm MR RWNE Hmm m w OEM IMIDE PRIM 30 40 60 M.20 05 3D 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 105 30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 -0'OR LESS 210 109 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4'-0' 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 B 6 6 6 6 6 6 12 10 10 9' 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'=0' 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12. 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12. 12 12 12 12 N 12 12 12 12 12 12 12 12 6'-0' 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 .5 5 4.5 12 .10 10 9 6 3.5 6 6 6 6 5. 4.5 6 5 4 4 3.5 - 12 12 12 12 12- 12 12 12 12 12 12 12 12 12 12 12 7'-0' 12 10 10 9 6.5 4 6 6 6 .5 4.5 4 12 70 10 9 5 3 6 6 6 5 4 .5 12 10 10 7 3.5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 0. 12 12 12 0. 8'-0' 12 10.10.7.5.4.5 3 6 6 8 5 4 3.5 12 10 10 6 3.5 - 6 8 5 .5 3.5 3 12 10 10 4 - - 6 6 5 .5 3.5 3 6 5 4 - - - 12 12 12 12 12 12 12 72 12 12 11 9.5 12 12 1.5 9 9'-0' 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 - - 16 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.514 3 3 16 5 13.5 - - - 12 112 12 12 12 10. 12 12 12 PI. 9.5 8.5 12 12 10 8 10'-0' 12 10 7.5.4 - - 6 6 15,4 3 - 12 10 6 3 - - 6 6 4 P.5 3 - 12 10 3 - - - 6 6 4 3.5 3 - 6 5 1 - - - - 12 12 12 12 11.5 9.5 12 12 12 PO. 8.5 7.5 1212 9 7 I V-0" 12 10 5.5 - - - B 6 4.5 - - - 12 10 4.5- - 6 5.5 3.5 - - - 12 10 - - - - 6 5.5 4 - - - 6 5 - - - - 12 12 12 12 70 6.5 12 12 12 9.5 8 7 12 12 8 6.5 12'-0" 12 10 4.5 - - - 6 6 4 - - - 12 10 3.5 - - - 6 5 3.5 - - - 12 10 - - - - 6 5 3.5 - - - 6 5 - - - - 12 12 12 11.519.5 8 12 12 11 8.5 7 6 12 1.5 7.5 6 13'-0" 12. 10 - - - - 6 6 - - - - 12 10 - - - - 6 4,5 - - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - 12 12 12 0. 8.5 7.5 12 12 16 8 6.5 5.5112 0.5 7 5.5 14`-0' 12 10 - - - - 6 5.5 - - - - 12 7 - - - - .5 4.5 - - - - 12 7 - - - - .5 4.5 - - - 6 3 - - - - 12 12 12 9.5 8 6 12 12 9.5 7.5 6 4.5 12 19.516.51 5 15'-Q' 12 - - - - - '6 - - - - - 7 2 - - - - - 5 - - - - - 12 - - - - - 5 - - - - - 6 - - - - - 12 12 11 9 7.5 5 12 12 8.5 7 6 4 12 9 6 5 16'-0" 12 - - - 6 - - - - - 72 - - - - 1.5 6 - - - - - 12 12 0, 8S 6.5 4 12 12 8 6.5 5 3 11.5 .5 1 1 HV BLADE OR 1 HV BLADE WJ HV WINDOW BLADE WORKING IN UNISON* •SEE UMffATIONS OF USE FOR RUDE Q9 ON SHEET 19 ♦ NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL,B3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: -SOUTHEIRN PINE No. 2 W/G=0.55(N.D.S) - 1/4'0 TAPCON ANCHORS,AS.MANUFACTURED BY I.T.W.BUILDER W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(N.D.S.) EACH SECTION ON SHEETS 16 do 17. -SPRUCE PINE FIR NORTH W/G-0.43 (N.D.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/G=0.36(N.D.S.) 2.ANCHORS TO FOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 77 AND SHALL CONSIST OF -MIN. 1/2'COX PLYWOOD(1986 APA) LAG SCREWS AS PER NDS 2012 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, FLORIDA BUILDING CODE(Hon High Velocit ©2015 EASTERN METAL BERTH S ■A■ Accordion Sh 1 L E C O N c. w H.V. BLADE#1 W/OR W/O H. Vis--•. TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems E,,. N DESCRIPTION DA( Z Association. Inc. t OLD 11-192 4/13 . A1n x4167 � 6355 N.W.36Uh.SL,Sta.JOS.VI(10INIA cAR0EN5,FLo1+roA 3Ji6 o'r Phone : (305)871-1530 . Fox: (305)871-1531 4268 Westroods Drive 2 e-mail:tilteco®aol.com West Palm Beach, FL 33407 3 EB-0006719 STpjE OF ,: z WALTER A TILLIT Jr. P.E. 4 . FLORIDA Lia #44767 S u 6 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR1 HV & Ic`A HV:♦ BLADES AS Al MAX. SHUTTER SPA L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL WALL FINISH MAX. LIMITED TO 105.0 sf. S.D. DESIGN PRESSURE RATING, SEE SHEET 19 FORMAX SPAN & 1/4'0 TAPCON OR A.S.D. DESIGN PRESSURE RATINQ FOR INSTALLATION WITH BLA E 1 & A ORKING IN UNISON TAPCON WITH ADVANCED THREADFORM TECHNOLOGY 1/4"0 TAPCON OR i? W/ 1 1/2" Min. PENETRATION _ TAPCON WITH ADVANCED THREADFORM TECHNOLOGY OF THREADED AREA TO W/ 11/2" Min. PENETRATION OF THREADED AREA TO EXISTING EXISTING WOOD HEADER. W000 HEADER. (SEE SCHEDULE ON SHEET 15) U MIN.SIPARAnoNGLASS I I I k (SEE SCHEDULE ON SHEET 15) 1/4'0-20x3/4" S.S. MACHINE U SCHEDULE lNJ(SEE 51iEET I I OR (ROR SCREWS W/ 1/4"-20 NUTS �—11 FOR E ADE AND_1$ I I \ ® ,z" O.C. ON SHEET 19 FOR ExlsnNc BLADES O I i I 1' Min. o GLASSY III a '• N 1 OR 1 'n A WALL � FINISH I i I I z L__aPTIONAL •'•rr� ,14Y I I I ALL I tCj ai .(:,. U EXISTING MIN. I I I ..' FlWNISH I I 1 DR 0 2'x4"WOOD { I I I EXIS1aNG MIN. I I HEADER REQUIRED 1 OR ® 1 2"x4'WOOD I I I I tj 0 I I I 11 1 4•'0 TAPCON OR EXISTING U HEADER REQUIRED I f GLASS—I Ta GLASS(SEE III I U i I i Ili 1 _ MinR PENTHEADFEIRATIONCC SCHEME ON SHEET I I I I MIN. SEPARATION TO GLASS EXISTING WOOD HEA 11 FTXi BLADEmAND EXISRNG (SEE SCHEDULE ON SHEET 11) (SEE SCHEDULE ON tl NSO&® j I I cuss -p I I 2"x4' CONT. SII PLATE REO'D. ( N)HV WALL HEADgR INSTALLATION OO }IV WALL SILL INSTALLATI OM HV WALL HEADER INSTALLATION I I EXISTING U MIN. SEPARATION TO GLASS t l t l MIN. SEPARATION TO GLASS GLASS--i I EXISTING (SEE SCHEDULE ON SHEET 11) I I 1 (SEE SCHEDULE ON SHEET 11 y-- CO" MIN. SEPARATION TO GLASS t 1 GLASSY I EXISTING I WOOD PLA (SEE SCHEDULE ON SHEET 11) I I 9 ` -i GLASS—� 1/4'0-20x3/4"S.S. REQ D. x .,:,. 1/4'0-2Ox3/4'S.S. MACHINE SCREWS 0 USING 1/4--20 Nuns i:-i;z;,>•.,•�::�; MACHINE SCREWS W/ I I U ® 12' O.C. WALL I \ 1/4-20 NUTS® ,2' LC FINISH I I I O.C. 9F, I 1 Oft® OR 1 S 1 y. RFla z'xa'coNr.WOOD PLATE CREQ'D. LE . iv I OR I \ 1/4"0 TAPCN OR l THREADFORM TECH 2"x4'CONT. Min. PENETRATION 0 1/4"0 TAPCON OR TAPCON WITH ADVANCED _ SIU PLATE -3, EXISTING WOOD HEAT IL THREADFORM TECHNOLOGY W/ 1/2" 1/4'0 TAPCON OR NO7E: REQ U. (SEE SCHEDULE ON A?z Min. PENETRATION OF THREADED AREA INTO PLYWOOD 7APCQN WITH ADVANCED 1—SEE SHEET 4 FOR TYPICAL (SEE SCHEDULE ON SHEET 15) EXISTING MIN. 2"x4' 1/2 MIN. CD� THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. WALL FINISH STUDS ® 16' O.C. MAX. PLYW000 REQ•D. W/ 1/2" Min. PENETRATION OF 2—MOUNTING SECTIONS CAN BE y 1/2' MIN. COX PLYWOOD REQ'D. WAIL FINIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO REQ'D. PLYWOOD TO BE (STING MIN. 2x4' STUDS ® ,6"O.C. MAX.REQ'D. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION_ ®HV WALL SILL INSTALLATION ' PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®NV WALL SILL INSTALLATION ♦SEE UM AnONS OF USE OF ©NV WALL SILL INSTALLATION F_B.C. BLADE 8ON SHEET 19 FLORIDA BUILDING CODE(Non Nigh Velocit ,,1t`y111111111i111f////� ©2015 EASTERN META( BERTHA I L, E C O H A.S.s�A, Accordion Shi �,'�• •L H.V. BLADE#1 W/OR W/0 H American Shutter SystemsEv. N I DESCRIPTION DAI TILLIT TESTING dT ENGINEERING COMPANY 6355 N.W.36th.SL,Ste.305,VIRGINIA GARDENS,FLORIDA 3316 Association, Inc. 1 pLD 11-192 4/13, Phone : (305)871-1530 .Fax: (305)871-1531 4268 Westroads Drive z e—mail;tilteco®aol.com West Palm Beach, FL 33407 3 i��O• /�� Q`• EB-0006719 ,cL'�•. 0 R IQ ��.�� WALTER A.TILUT Jr. P.E. a N FLORIDA Uc. B 44167 5 P.E� 11� DATE 6 1 t INSTALLATION DETAILS ON EXISTING . WOOD BUILDINGS FOR M HV & 44 HV* BLADES (AS APF MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV RIME M ONLY SHALL BE LIMITED TO 105.0 f. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON 1/4"0 TAPCON ORo Q EQ 2" MIN. TAPCON WITH ADVANCED 4'x8" (Min.) EXISTING THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. EDGE W/ 1 1/2" Min. PENETRATION 1/4-0-20x3 4"S.S. STRUCTURAL ADEQUACY OF THREADED AREA TO / OF EXISTING WOOD BEAM EXISTING WOOD HEADER. 1" PHIWPS TRUSS HEAD TO BE CERTIFIED BY N SEE SCHEDULE ON SHEET 15) HE2 Min. CREWS REGISTERED ENGINEER OR EQ EQ TR S \ EXIST ( 20 NUTS ARCHITECT PRIOR TO RAP(I LOCAT 19 E . SHUTTER INSTALLATION. 1/2" 1/2" O.C. 1/4.0 TAPCON OR TAPCON WITH ADVANCED EXISTIr ,257" THREADFORM TECHNOLOGY 3/4"1 `� ' Max. W/ 1 1/2"Min. PENETRATION EQ Q �j14x3/4" EQ E 1'x4"x OF THREADED AREA TOix3 S.M.S. (6063 - OPTIONAL EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) 1or 1© or 15® 6"o c I 1 or 1© or 15 (EACHU. Li JWEMIDWII EXISTING MIN 2x4" 1 I OPEN HOLE A7 EACH WIDTH IXGLASSISrINb---III HEADER REQ'D STUD TO ACCEPT WIDTH GLASS I MIN. SEPARATION TO GLASS EXISTING Q (SEE SCHEDULE ON SHEET Illy- I 5/16'0 LAG SCREW I GLASS---I I PENET 1 1 AT CENTER OF TUBE. I I AREA. MAX. INSTA I I 1� EXISTING I tAM SFFARATION I vr�i QS HV WALL HEADER INSTALLATION I�UnEON(ST I N GLAss (� I " INsr 11 FOR BADE Marro I ♦ I satmu a aN sHt>T I I I FOR I �(1)&® I 1�OR ® 11 FOR 1e� I GRA I7-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY Hyo& OR �• OR nR E 2-MOUNTING SECTIONS CAN BE COMBINED THY CEILING INSTALLATION IN ANY WAY To SUIT ANY INSTALLATION. VN— SEFINWONU HV CEILING INSTALLATION I TO Mass(SE I --Q OR t�♦ MIN. I I ( MIN. SEPARATION TO GLASS I —I ,�,�H�� I SEPARATION (SEE SCHEDULE ON SHEET 11) I D(GLS\ISnNG I NSA g� (SEE SCTO HEDULE IXISTIN � 1 I ION SHEET 11) 1 I I I I ALR ANCH R I 8 I LOCATION EXISTING 11 FINISH I M it4"© + 7 I 3/a L6N WASHE/4!' HEX D T(]C G� OR 2"x6" MIN.WOOD SCREWS ® 12"ox DECK REQUIRED (NO FINISH ALLOWED) 1" OFGE --_ m 19 EDGE OF DECK 2 DECK IF �— IF APPLICABLE r \ 1" 1/4"0-20x3/4" S.S. �--� APPLJCABLE 1/4.0 TAPCON OR PHILLIPS TRUSS HEAD 2 TAPCON WITH ADVANCED Min. MACHINE SCREWS 1/4"0 TAPCON OR TAPCON WITH ADVANCED 2"x4." CONT• " THREADFORM TECHNOLOGY W/ 1/4"-20 NUTS THREADFORM TECHNOLOGY W/ 1 1/2"Min. 2" MIN. SILL PLATE :, W/ 1 1/2" Min. PENETRATION a 12" O.C. 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2" MIN. PENETRATION OF THREADED REQ D. TECHNOLOGY W/ 1 1/2" Min. PENETRATION OF THREADED OF THREADED AREA TO AREA TO EXISTING WOOD HEADER. (SEE EXISTING WOOD HEADER. AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 75) SCHEDULE ON SHEET 15) 14 (SEE SCHEDULE ON SHEET 15) SEE LIMITATIONS OF USE FOR OX WALK-0 I ST �V HV WALL SILL INSTALLATION BLADE "0N SHEET IS WO N�FLOOR INSTALLATION FLORIDA BUILDING CODE(Non High Veloci %``\`%t?k A. r ©2015 EASTERN MET •��P EN'** BERTH 171LIECOm AnSwSwAIIIIII Accordion Sh * - American Shutter Systems HV BLADE 1 WON OR W/0 -O: � � �ld`,••*� TILLIT TESTING do ENGINEERING COMPANY Y ?EV. N DESCRIPTION D ,n r Association Inc. I OLD 11-1sz 4 1 !'••, All Q;` 6353 N.W.36th.St,Stu.305,VIRGINIA GARDENS,FLORIDA 3316 4268 Westropds Drive z / Phone: (305)871=1530 . Fax: (305)871-1537 �i��(CS •. \�```� a-mal: blteco®aol.com West POITT7 Beach, FL 33407 3 •.. .. f. N E B-0006719 s/O NAL F� WALTER A TILLIT Jr.P-E. 4 , P.E. SIERY �"WANURE/DATE FLORIDA La 44167 s s END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN WOOD STUDS 2 x4'MIN.WOOD STUDS REQO• 2•x4'MIN.WOOD wow STii 1/4.0 TAPCON STUDS REO'D. ps APPLICABLE) / ANcxoR o s•D.C. wow z xa Mw. / W 1 1/zMW. \ / (AS APPUM % ENRAON1/2'PETtERtAEIONI .� flNiSH 10 1/2'COXE)ISRNG GLASSF PLYWOOD IF NO \\ STUDS EXIST. EXISTING GLASS EXISTING CLASS 'I EXISTING GI Eli 1/2•MIN.COXMW SEPAWON PLYWOO.rofAA� 1/2WARATION 'MIN.cox . � ....? m GLASS(SLE � F7ALSEPMCAON ••. Mw•4 PLYW'000. `M kw a t ''^:3S.n. s SWEDLIE Ott SFfE7 70 GA'S(SEE 1/2'MIN.COX r ;'i To CL R 11 FOR 0.MEtDAlIDy,. SCEEDUE ON SHEET PLYWOOD. N �IIU /7 FOR SAIF m -3 t.,�;.ON SHEET 19 Y (6065-19)CONI. FwISN i/2'FON.COXON SELT 19 1f FiHt H/tE mNO 1/2• it FOR I XX �Xx ML.CLOSER pLYWo00. HADES lO h® lxt SHEET 19 FR ON%G HAOFS O)g® PLATE(LIGATE 1/2• WALL1 MIN. AT EITHER SNE MwFIWSH BIl�DESm�I\-\-�' OF 4O)`�IOxi/2'S.MS. (AU5g 1'oR Y MAKo1s o.c. Plox1/z•sus AI.UFAA�IrV'lE�/81A-rO16 O.C. - - AWO AT NIOHOCHF (1)NO■1/2'SA1S10(4&5 TAPcoH9,wr}Ho m SEE ETAL EX FO 1 OR®� WALLA SIDE of 4) 1 OR®� � SIDED CONNECTION SEE DETAIL x FOR 1 OR® TO TRACKS SEE DETAIL x FOR @ ®v©•Oj v®v� ® SNE CONNECTION v®v©•O7 v®v10.®v SIDE CONNECTION ¢ ®v©•OT v BOp1®'®v Ov®v®•�•®v TO TRACKS ,(F�p�v�,v®v �j a8 1 •®v �•®v®•�©•®v TO TRACKS �•®v®`®'©'®v ©•7O'@v©•0•®v v `''•®v®•�©•®v ©.Qj .©v©_'•SO�SS•®^' Q•Q•®vO.O•®a END CONNECTION DETAIL© �•®�®•®�®•® END CONNECTION DETAIL 9 END CONNECTION DETAIL END CONN900N DETAIL � EXISTING ■ REOUIRM ONLY FOR SPANS GREATER THAN 12'-0• / EUSS 214'MIN.WOOD MUDS REJ1/4b 1xPCON ANCHORS SPUDS RE D '/ 1 1/2•IDSL 1/4.0 TAPOON ANCHO 1)10x1/2'S.MS. W/1 1/2'Mw. 016 O.0. E7ISRNc class--\ PENLSRA710N 0 12'D.C. pQtE1Rp110N 0 T2'O.C. TO SEIARMION CLASS M SEE LIMMAMONS OF USE FOR ITO awe A Mw. 1CHEDULLE FOR ON 9W 4 4 BLADE to ON SHEET 19 5 EA=CDSIDT ed 56EDlAE ON s¢Er =__-- ON fFOR E19� 1/2•tiA ' Y - - - HACESm& s OR®OR�OR ¢ ---- -_ _ ©OR®OR(90R(D 2-M R 4 !)OR�!: nOR®OR(DOR •r ,may--.�� C-0�©OT'BO"(�•®' WALL ENSH 2•x40 uw.wooD WAu O�©•OO 60■�•®a ®OR®OR 1®oR 1® YIEWL �•®•®.@„©,®v STUDS REIT), FINISH .1@a® ®v©'®v PLAN END CONNECTION DETAIL ® END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Non High Velocity ©2015 EASTERN METAL BERTHA RV 1L E C O iNc. A.S.S.A. Accordion SRV MAX #1 W/OR w/o Kv �A' lam— T(LLIT TESTING & ENGINEERING COMPANY American Shutter Systems iEV. Mc DESCRIPTION DATE ? JATE OF � 6355 N.N.36th.SL,St. 5,VIRGINIA GARDENS,FLORIDA 3316 Association, Inc.301 OLD 11-192 4/13/1 O�-• FC . C Phone : (305)871-1530 . Fax: (305)871-1531 4268 Westroads Q4ve 2 �fS•.••0R .\`�� e-mail: hlteco®aol.com West Palm Beach, FL 33407 3 "A, S/ G �\ WALTER A.�OLUT7 Jr. P.E. 4 P.E.�'3&ARE DATE FLORIDA Lia. g 44167 5 6 r aR@51oA _@_(9 1< GENERAL LMITAZONS AND CONDITIONS OF US@W RIADE ACCO QlON SHUTTER WORKE A ©�® 5 5t1. MAX.A.S.D. DESIGN PRESSURE RATING: +110,— 110 pa.f, 2. MAX SHUTTER SPAN:- 3. PAN:3.ALLOWED MOUN TING&A. D,G& N ON SHEETS 6, 7.AS 1 MOUNTINGS M. O,T, U&W ON SHEETS 16& 17. ONLY CENTERMATESz OR(2 1 ARE ALI O ®� go Ap 5 17(YOUf,l LA OUT. IN 0 MU BE NCLUD ONA CAL LY ATOPPO NG R ACCESS S 16«, 0 CEWERMAlE. TYP. FA END • • • • • • • • • • ° ' • • 5. (A)HV WINDOW BLADE 1@ SHALL ONLY ALLOW A MAXIMUM (3'0 HOLES) FOR®PER BLADE AT SPACINGS SHOWN ON SH MAX. 5 WINDOWS • • • • • • s • • s • s • (B) MIN. CLEARANCE FRO TOP OR BOTTOM EDGE OF HV WIN ALLOWED IN HV vai • o s OF ANY 3'0 HOLE FOR�SHALL BE 12'. WINDOW BLADE (C) FlftST,OR BLADE COMING OITT FROM STARTERS AT WINDOW BLADE ♦ • ♦ • • • • s • • s s s (D) FN WINDOW BLADE 1@ MUST BE USED ALTERNATE TO A THROUGHOUT SHUTTER'S WIDTH. x • • • • • • �> s s • s s s • (E) C MATES SHALT.ALWAYS BE INSTALLED AWACENT TO 'i o it x s BLADE 1 AT ETHER SIDE OF THEM. SEE END f a (F) POLYCARBONATE HV WINDOW®SHALL BE INSTALLED SO SEE END ♦ • • • • • ♦ ,� • • s s • • • THE INTERIOR OF THE OPENING BEEIING PROTECTED. HV WINDO DETAILS ON SHEETS t s ONLY INSTALLED AND LACKED USING A HV SETTING TOOL P 10 & 18 TYP. 3y�� INC. FULL HEIGHT. Vi§�� 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN z P P 44 1 &2 ABOVE). N � 7. TALLAT1 SEE ANCHOR SPACING SCHEDULE FOR INS0N5 Nr CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 SPAN AND DESIGN LOAD (SEE NOTES 1 &2 ABOVE). S. MINIMUM SEPARATION TO GLASS.SCHEDULE, PER ASTUE (SEE PLAN FOR REQUIREMENTS) 0 H lYP TOP & BOTTOM W 1 aR®oR�6 WIND ZONE MINIMUM SEPARATION TO CLASS NUMBED WIDTH 1 THRU 3 1' ELEVATION MIN.SEPATWEON TD CLASS DCISi1NG GLASS SFE SCHEDULE ON SHEET 11 FOR BLADEQ 4 6.25' ..—_ AND ON TT-0S SHEET FOR BLADE Q&�A ---5- -- ----------- -------- —��-- 21 `-�`\=--------- --------------- i TP. 1 1 \ 4 16 oft ©O P. SYM EIRICAL CdVTERMAIES Q® 5 \ W1 2 OR®5 AND _ / (ovrsmc oxo W/O (SEE NOTE 4 ABOVE) PLAN \\ 1 4 5 TYPICAL 1 HV BLADE WORKING IN UNISON WITH BY WINDOW BLADE C11A SHUTTER* N.T.S. FLORIDA BUILDING CODE(Non High Veloci Itttt111ttltlllf►IJt/�• O 2015 EASTERN A(ET A; rj<</r,•,,,, BERTH \CE ��e��w Accordion Sh L ECO 1 N c. H.V. MADE #1 W/OR W/0 TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EV. Nc VIESCRNmoN DA •' STATE nF ' ` 6355 N.W.36th.SL.Ste.JOS.VIRGINIA GARDENS,FLORIDA 3316 Association, Inc. 1 OLD 11-192 4/1 r' =� Phone : (305)871-1530 . Fox : (305)871-1531 4268 Westrbads Drive 2 O�•.•F� P e—mail:61teco®aol.aom West Palm Beach, FL 33407 3 �,��,.,///111ORIO `.rr•\�k.`�. wamE—000T A. 61Jr. P.E. 4 P.E. $&A � M E DATE FLORIDA Lie. #44167 S V 6 *x 0.035'THICK INSTALLATIONSHV BLADE & HV CENTERMATE AM'n',.IAXA-653 GRADE n. T-C 4o .0.083- t Min.C-60 MV.STIES. Iq METAL STUDS AT 16-O.C. gb) INTO METAL STUD WALLS 0 6" D.C. 40 41 ux GENERAL LIM ON AND CONDITIONS OF USE ALUM] 12 FOR ER W BLADE ACCORDION SHUTTER sol BERTHA 1 W 430) 4-x 6 1/... ,35"THICK min. SYS-10M INSTALLAMON TO MET 1/Z-I t DO IAL STUD WALLS coNT GALV STEEL TRACK 0 6"O.C. SEPARATION TO GLASS SCHEDULE ASTM A-653 GRADE 40 Min. G-60 t 1 1 1 1 T_ STUDS GALVANIZED FASTENED TO1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, 75 (psf) W/(2) #6x1/2"TMEX SCR 0 EXISTING FINISH INTERIOR tc Ex1ERIOR FACE AS APPLICABLE 12. MAX: SHUTTER SPAN: 84 VAND ZONE MINIMUM En ASTM E-1906 SEPARATION EXIST'ING GLASS--A O MIN. SEPARATION 3. ALLOWED MOUNTING:@ ON THIS SHEET. TO GLASS 1/A" TO GLASS (SEE SCHEDULE) NI THRU 3 1. 4. ONLY FNTERMATE 21 W/ 24 HV LOCK ARE ALLOWED MUST PE (Typ.) WITH 21 ARRANGED A METRICAL LAYOUT. USE 40 (2)n35 (6- LONG, MINIMUM) MUST ALWAYS BE 4 1 4" 1 I 3/41k 6 1/4*x 0.035"THICK Min.1 MSTING FINISH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF 250" t. CONT.MV.STEEL TRACK CHANNEL,t AS APPLICABLE CENTERMATE. g 1r ASTM A-653 GRADE 40 Min. G-60 It GALVANIZED FASTENED TO STUDS W/(2)#6xl/2*TEX SCREWS ON INTERIOR&DMERIOR,FACE Q 16'Q.C. BLADE SLACK DETAIL HVF IS ALSO VALID FORI j/4-0 ELC 1238 CENTERMATE 21 APPLICATION WITH BLADE(p PRODUCTS i 1/2"x 0- THICK 0 6* O.C. COMPIC ASTM A-653 GRADE 40 Min. C-60 G&V. STEEL WALL HEADER/SILL..INSTALLATION G FINISH AS APPUCABIE SCALE. METAL STUDS AT 16'D.C. n. TOP& BOTTOM) 1 1/4'x 6 1/4-x 0.035*THICK Min. 7——————— GALV STEEL TRACK CHANNEL, EXISTING GLASS ASTM A-653 GRADE 40 Min. G-60 GALVANIZED TO STUDS 1/2-TEK SCREWS ON YMMETRYCAL EPARQON E S 11, • Mi �q INTERIOR& EXTERIOR FACE - ------ FASTENED 77 7 T, W/ (2) #6x SYMMETRYCAL 2' N. S LASS 1: TO G CENT • J SCHEDULE): x,,: ERMATES W, . ..... :CENTERMATE `zEXTERIOR ACCESS SIQE%` IMTrVing ACCESS SS 17 _ SI[)F is i 61 (M-) IN (6 Min.) IN An -------- ---- 2 - _`"_- - -_ ----- _ <1 ---_-==-_ -7i --- --------- 2) 42 + + 21 1 LOCATED AT 1@2 HV HEADER/SILL ENDS VIE 3 (6"Min-) \-C24) SIDE CONNEC11 4 12 3 1/4' (Typ-) 6 1/2" (ryp.)- 7 6 1/2- MAX. SLACK (Cont.) HYB BLADE SLACK DETAIL tLVChigh Veloci HYA FLORIDA BUILDING COCObE(Non High Veloci 0 201;'EASTERN METAL N TIQ, BERTHAN xxx', dion 11LIECO ..c. AIIIIISLSAM KV. 0-ADE#1 AccorW1 OR S W10 H. Shutter Systems IEV.Np DESCRIPTION DA TILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/131 6355 N.W.30th.St,Ste.305,VWMA CAROMS,FLORIDA 331 4268 Westroads Drive 2 Phone : (305)871-1530. Fox : (305)871-1531 e-mail*Witec0000ix m West Palm Beach, FL 33407 3 EB-0006719 WALTER A.TILLIT Jr. P.E. 4 FLORIDA Lie. #44167 5 6w WDATE 6 1 — Product Approval Method Method 1 Option D 1 Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 11967.1 Bertha HV Board and Batten Extruded aluminum tubes assembled together and retained Shutter(Non-HVHZ)-Drawing by battens and hinges to provide hurricane protection. number 15-047 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11967 R3 II EASTERN METAL SUPPLYINC. DRWG.15- Approved for use outside HVHZ:Yes 047iodf Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other: Large Missile Level"D",Wind Zones 1,2 and 3. Max. Evaluation Reports width is 51 1/8"and Max.height is 66 1/8"for+50,-60 FL11967 R3 AE EASTERN METAL SUPPLY p.s.f.ASD design load(double panel)and max.width is 102 INC.' P.E.R. DRWG.15-047.Ddf 3/8"and max. height is 66 1/8"for+40,-45 p.s.f.ASD Created by Independent Third Party:Yes design load(quadruple panel). Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S:must provide the Department with an email address if they have one..The emails provided may be used for official communication'with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: CcChr. M. Credit Card' Safe GENERAL NOTES: 1. BERTHA H.V. BOARD & BATTEN SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN 8. EACH SHUTTER SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TI VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION) OF THE FLORIDA BUILDING CODE. SECURE SHUTTER WITH STORM BARS & SAFETY PINS DURING PERIODS OF HURRICANE WARNINGS THIS SHUTTER SHALL = BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI DADE/ BROWARD COUNTY). 9_ IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRL DESIGN WIND LOADS SHALL BE DETERMINED AS•PER SECTION 1609 OF THE ABOVE MENTIONED CODE, SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK AL FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WI FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 FBC AND SHALL INTRUSION. NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 10. OWNER TO BE RESPONSIBLE FOR PROVIDING A SUITABLE PLATFORM OR BALCONY WHEN SECURIN SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO DURING HURRICANE WARNINGS. TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. 11. BERTHA H.V. BOARD & BATTEN SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A 337 INCREASE DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. HOWEVER, FOR CONNECTIONS INTO APPLIED TO. WOOD, A 1.60 WIND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS. BERTHA H.V. BOARD & BATTEN SHUTTER'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN 12. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT SURF, ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORT # 0809.01-07, AS SHUTTERS FRAME IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. ONE LAI PER ASTM E 1886-05, ASTM E 1996-05 AND ASTM E 330-02 STANDARDS, QUALIFIED FOR WIND ZONE 3, PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BT MISSILE TYPE D, AND PER PROTOCOL TAS 202. 13. (G) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED 8Y THIS ENGINEER IS GENERIC P '2. SEE ELEVATIONS ON SHEETS 3 & 7 FOR MAX. A.S.D. DESIGN'PRESSURE RATING & MAX. SHUTTER DIMENSIONS. PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i. e. WHERE THE SITE CONDITIONS I THE P.E.D. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-1-6 ALLOY AND TEMPER, WITH Fy = 25.0 ksi (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLI MINIMUM (UNLESS OTHERWISE NOTED). SAFETY OF THIS PRODUCT, BASED ON THIS PRODUCT EVALUATION DOCUMENT, PROVIDED HE NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH 50 ksi YIELD POINT AND THE CONTRACTOR'S RESPONSIBILITY. 90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY M 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR AF 6. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WIL RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A 1 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DW REVIEW. (A) TO EXISTING WOOD FRAME WALL' SOUTHERN PINE No.2, G=0.55. — 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER. INC. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIC OF RECORD THAT PREPARED IT. NOTES: A.1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2". A.2) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1). (B) TO EXISTING POURED CONCRETE MIN. (f'c = 3192 p.s.i) OR ASTM C-90 CONCRETE BLOCK THIS DRAWING SHALL ONLY BE USED TO — 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDER. NOTES: OBTAIN PERMITS IN THE STATE OF FLORIDA .B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO THE POURED CONCRETE UNIT SHALL BE 1 3/4" AND IN CONCRETE BLOCK UNIT SHALL BE 1 1/4". `\`��1g1➢T3tdI B.2) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, `v�oo P��ER .I.yfiiy ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ee� �.• "•"" .•fid mss, ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1). L«E/v�;'•,��%� FLORIDA BUILDING CODE (Non High Veloci 02015 1ILTECO.N+0. BERTHA HV BOARD AND BATT (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE a � yB SHUTTER ANCHOR'S MANUFACTURER. w- — IL ECOimc. EASTERN METAL SUPPLY, TILLrr TESTING h ENGINEERING COMPANY W67�W BEACH 3 33407 6595 N.W.751h.Sir Sb.217 C'QW1HN 71YmFN5.FL 7l1W •opo f'N1 t`7 G(� ye w..m:(.lmb7t-tsao.ew:(aos)57t-1551 PHONE (581)209-8283.FAX- (561)841-171 t,...n•rt�•l '� c�a®-I0006719.eom acw ooavnai m[ W.n vs®tut CCClCl41H41Iti'�gj;�� WALTER ORIDA uc 441 z n-7ta t�i(�S 4 0.75" FOR C VARIES FROM 3.000" MIN., TO 5.000" MAX. 750" •232" 0.232" FOR 0.062" (TYP.) .062" 0.469 0•�0i" .125" P) [ 1m (3.9 8" .062" 4 .) 2.8 8" 2.9 6" two 3.000" 9 2.843" 3.000" •062" TYP E Tw".174" nP 2 3.°00" S .16810 ® 0.938"xVARIES SLAT�BRD,� 0 OA102" 100" 6063-T6 Alum.ALLOY 13 0.086" 132" 0.259" 0.197 0.375" 079" ® 3"x0.232" SNAP CHANNEL FOR CONCRETE BLOCK ® SNAP PLATE © 3"x0.75" SNAP CHANNEL ® SNAP CHANNEL FOR WOOD WALL OR WOOD WALL ��p 606.T-TS(BATTEN). Y A 6063-T6 Alum. ALLOY 6063-T6 Alum.ALLOY 6063-75 Alum. ALLOY 4.500" �xs0.375" 5`50/% 5/16"0 5/16"so 0.620" Min_ rE Min. HOLE 2"875" SMOOTH °.145" P. (T ) 1.850" 00.360" 1.21. so" 145" 0.390" 0.145"240" 1.8 0"(TYP.) 3/8"xs-16 x10.537" 0.6 5" 0.680" 5.0 0" 0.240" + 240" .330" 500' 2.875" 0.680" 0.6 3" 1.1 5" 1.250" 0.500' (FOR WOOD & = THREAD LENGH .5,;0. POURED CONC. OR CONC.BLOCK WALL) Q SINGLE HINGE _ SIDE VIEW FOR POURED CONCRETE 620" 1) H.V. STORM BAR CL GQ FLAT HINGE OR CONCRETE B OC WALL o.sao" 6063-T6 Alum.ALLOY 6063-T6 Alum. ALLOY 6063-T6 Alum.ALLOY IQ 3/8"0x5" S.S. HEX HEAD BOLT 2 t/6-LONG. 2"LONG. 2"LONG. ® SINGLE HINGE FOR WOOD HINGE PIN W/ LOCK NUT. 6063-T6 Alum.ALLOY 1.750" 2" LONG. 1.250" 0.125" (TYP.) 2.000" 0.125" 3.000" 1.2 0" (TYP.)' 1. 50 .094" ® NON HURRICANE f-0.875---12.000" 1.0 °" 0.125" BRACKET ANGLE (�•) l.o o" L9. " NON HU RICANS 6063-T6 Alum.ALLOY .063" 2 1/8' LONG. if fi -1 BRACKET ANGLE ..Wt ...... �lf� 6063-1%8 LONALLOY 0.437" W STORM BAR TYPE Z !�j <, 6063-T6 Alum.ALLOY ® STORM BA t2 N e, FLORIDA BUILDING CODE (Non High Veloc 187" sos3=Ts a� ALLOY CF ��F '•`��w 02015 TILTECO.INC, BERTHA HV BOARD AND BATTI 0. 0.250 IaV SHUTTER44B7® 1/4"0-20x2" S.S. EASTERN METAL SU PP L Y,HEX HEAD BOLT 4288 WEST ROADS DRIVECOMPONENTSTIT TESTNGhENGINEERING COMPANY WEST PALM BEACH,FT.33407W/A WASHER WINGNUT ?"Lw. mA92,7,V0. r.aatea ' " PNo (561)209-8263, b (561)341-1711 SCALE: 3/4" 1 emita�o®o� . � EB-0006719 a� �6LX167 i a o»tra aVlipt ©+ H OR ®)+ 1 (6) REQ'D. ALWAYS TYP. rA/12 1/8' �A-/12 F �I rA/12 1/s• rA'/12 F 25 1/2" MAX. PANEL WID GAP 25 1/2" MAX. PANEL WID o 25 1/2" MAX. PANEL WD GAP' 25 1/2" MAX. PANEL WID -i/81 N (1YP I (trP.)OR® (CONT.) . in o, (TYP.) ® R . . OR ORM M C a W/LU(2).1/8"0 AMINUM POP C OR 0 & SRNEPS To©(Trp.) (�•) (TYP•) X/4 X/4 X/4 X/4 W 03 � W M (rvP.j X: ul Go o CORE & D OLES FOR 1/4"ALUMINUM POP ¢" NETS(HIDDEN) (2 ROWS)TYP. (CONT.) acV a ?YP• OP do B M. ® R . OR q STORM BI cq FQ c" N \ I F F 0 `A/12 `A'/12 0 `A/12 `A'/12 1 1/8" MAX. SHUTTER WI f 1/8" MAX. Swum WID TYPICAL EXTERIOR ELEV. DOUBLE PANEL '•,, TYPICAL INTERIOR ELEV. DOUBLE PANEL FOR WOOD OR CONCRETE INSTALLATION rril FOR WOOD OR CONCRETE INSTALLATION (HURRICANE POSITION) HURRICANE POSON) SCALE: 3/32" 1"" SCALE: 3/32" = 1" FLORIDA BUILDING CODE (Non High Velo, ®2015 TILTECO.INC- BERTHA HV BOARD AND BAT SHUTTER MAX. A.S.D. DESIGN PRESSURE RATING: +50, —60 psf. iL ECO 1Nc. EASTERN METAL SUPPLY, 71LIJT TESTING h ENGINEERING COMPANY 4266 WEST ROADS DRIVE 8595 N.1l.38uL 54 S..217,V�RGM aA00FH$n 33166 WEST PALM BEACH,FL 33407 Pham:(305)071-1570.Pot a(005)x71-191 PHONE(561)209-6263,FAX:(561)641-i, e-mail:tllteco®coLmm EB-0006719 &D 11-215m/H/ts e WALTER ILn Jr.P.E.FLORIDA Uc. 44167 + DETAIL (SIMILAR POURED CONC. OR CONC. BLOCK WALL REQUIRED. V' DETAIL 1/12 �� S71JDSxREQURE[ % � � ® CORNER Typ %' A 12 A'/12 i EXISTING CLASS. vm= ----------- =e== ------s==== _>-------=------------so=e= =a==me=s=e= 1 1/4-0 ALUMINUM POP __ (2) 1/4"-20x1 1/2" 1 1 RNETS TOP & BOTTOM ? g t/R'MAX. PHILLIPS FLAT HEAD S.S �a i STAGGERED AT BATTEN QD GAP (iYP.). BOLT USING A 1/4"-20 C OR©&® �� V ORE q C TO Q �� ALUMINUM RN-NUT * i S, - - - - - - - Typ / u � u u u u u u u u u / u ` 1 1/2"GAP ttP. --"--- ------------ ------------- ----- ----- -------------------------- -------- --------------1---- \ - ---------�' -------- \ 1 ��` I O G GAP•(1YP) A( ) O \`` p / - -- n -- �A/12 (BEYOND) A'/12 (Tw.) ( ) EXTERIOR 1 1/8" MAX. SHUTTER WIDTH ALUMINUM RIV—NUT AS MANUFACTURED SECTION X-X@ DOUBLE PANEL BY AVDEL CHERRY TEXTORN. PARSIPPENY NEW JERSEY 07054 OR EQUAL. SCALE: 1/4" = 1" \\I-ENSF a FLORIDA BUILDING CODE (Non High Veloi zr 02015 TILTECO.INa BERTHA HV BOARD AND BATT o. 44167 SHUTTER !L E C O me. EASTERN METAL SUPPLY, ••�i ' 4268 WEST ROADS DRIVE TILLIT TESTING & ENGINEERING COMPANY WEST PALM BEACH.F,33407 0P,p2 ' ��qm MS NX 3NR SL,U.217.VMM0CAR)M.FL 37168 ddb �.,• •a, Fh",":(7os)a71-1378.Fm1: ro367t-tSTt PHONE(56109-8263,FAX: (561)841-17 dd/ (yty t1 •• '� e-ma7:�L7-0008719.eom sx No oamnw. euc ay.�. maw- dP// WALTER 0. t CLO 11-21e U12VS s JIJ9l11i1161�� FLORIDA Ue.TILLIT 9 44167P.E. e r ` ' �m��e== EXISTING GLASS. e POURED CONC. OR CONC. ---- m= ------------o e--oaao POURED CONC. OR CONC. BLOCK WALL REQUIRED. BLOCK WALL REQUIRED. ffl o [fit Ile GAP (1YP.) a � o e G A(TYP.) 1/8-MAX. 1 (TYP-) MAX GAAP c (TYP-) GAP (TYP.) / ri ( ) EXTERIOR �1 TYPICAL PLAN (NON HURRICANE POSITION ^ / r ' DOUBLE PANEL SCALE: 1/4" = 1" DETAIL 2 POURED CONC. OR — — ` ' CONC. BLOCK WALL POURED CONC. OR CONC. REQUIRED. BLOCK WALL REQUIRED. (2) 1/4-0 (2) 1/4-0 . TAPCONS W/ I 3" MIN. E. 3/8" MIN. EMBED 1/4" MIN. i EMBEDMENT EXTERIOR TO WALL ! i (2) 1/8-0 ALUMINUM POP RIVETS. f� (1) 1/4"-20x1 1/2" P i S_SMS INTO (Mt &®W/ NUT. 1�2. 1/2" (2) 1/4"-20x1 1/2" 1 1 1 2 H 2) 1/4"m TAPCONS (STAGGERED) W 1 1/4" PHILLIPS FLAT HEAD S.S BOLT Y G i MIN. EMBEDMENT TO USING A 1/4'-20 ALUMINUM -- WALL. (TYP.) RIV—NUT* (TYP.). A LiElI (4) 1/4"0 EXTERIOR E & DQ ALUMINU POP RIVETS , .1Af6y.2 (NON HURRICANE POSITION) TYP. ( \`aevai \,r-....., / SCALE: 1/2"=1' FLORIDA BUILDING CODE (Non High Velo. ELEVATION Y—Y v 1.��/v��;.v� 02015 m1ECO.INC. BERTHA HV.BOARD AND BATT SCALE: 1/2"=1" 4 .: �Q d �� SHUTTER �Ll C O iNv. EASTERN METAL SUPPLY, TILLIT TESTING & ENGINEERING COMPANY 4268 WEST ROM ORNE 6585 N.N.l6ao SL.R4 117.NR(4aA Wi0FN5,FL 37188 WEST PALM BEACH.FL 3.3407 Phone:(l0.>J871—lale.Fat:(J8aj871-15]1 PHONE:(561)209-8263,FAY—(561)841-17 rpm , ��{ I� .�, e-mail:blteeo@aol.com aw.a• aaantae w1e an.a. taawr+tnn 1..+t.tT��'�s!?, ` WALTER A TIWTi n-218 4.1 a c! 41 FLORIDA Lie. 44167 : a YJA9IPI111191191:11" (2) 2"x4" WOOD (S UDSx4" WOOD STUDS REQUIRED o c ® CORNER (Typ.) :j ® CORNER (Typ.) EX TING GLASS. � e_� :7,z�X, (T'P•) ® C OR EQdi) MAX.GAP Saaoo ORAE el /� ©OR h ;!✓'tt'r_� .•i";• � P•). � 'W r �—ag. es �. �__�.®_�.�a� '•e• v �.j„ Y�dY•i'�" 1:"e.44• - itRfr (Typ.) �A(1YP.) 1/2" ,\ I IR �i e . GAP (�.) ONE PANEL \ NE PANEL � (TY EXTERIOR TYPICAL PLAN (NON HURRICANE POSITIONS � ~�^��-��^�--' A, ;P. DETAIL DOUBLE PANELS oROO BOO SCALE: 1/4" = 1" (2) 1/4"0 TAPCONS W/ 1 1/2" Min. WOOD HEADER, WOOD (2) 2"x4" WOOD THREADED PENETRATION TO PLYWOOD PLATES, WOOD STUDS STUDS REQUIRED SHEATHING REq'D. W/ 1" EXTRA OR 1/2" (MIN.) 1/4"0 T . W/ 1 Mi DISTANCE PASSED PLYWOOD. PLYWOOD SHEATHING ® CORNER (Typ.) 1.` IN. D THR ENETR REQUIRED. EATHIN D. W/ 1" EXTRA D E PASSED PLYWO (2) 1/4" TAPCONS (STAGGERED) " W/ 1 1/2" Min. THREADED PENETRATION TO WOOD. z EXTERIOR f (2) 1/8"0 ALUMINUM POP RIVETS. uE (1) 1/4"-20x1 1/2" 3/4" t/z• S.S M.S INTO Mt &®W/ NUT. /;:Z\ D _ j A (TYP.) —— ——— A IIT I4) 1/ALUMINPOP RIC DRO& (M EXTERIOR Q ELEVATION Y to+��(�P:TSL(%T° FLORIDA BUILDING CODE (Non High Velocit SCALE: 1/2"=1" >. r/ ° ozols nLTEco.IN0. BERTHA HV BOARD AND BATT DETAIL 3 (NON E I�RtQ (3 ITION) SHUTTER scA 6a.44167 . 1L E C O INC. EASTERN METAL SUPPLY, I �¢eTILLIT TESTING k-ENGINEERING COMPANY 4268 WEST ROA05 DRIVE 6595 PM 3a0M.S1..V—217.Wt0 T r+1A0F76.FL 33166 WEST PALM BEACH,FL 33107 Ph..:(305)071-1530.F"a:(305)071-191 PHONE(561)209-6263.FAX:(561)041-1716 r e-mal:tOteco6aoi.cem EB-0005719 �'ne ac3vrrlwn o"6 Rv.r oammoa WALTER A.TILUT Jr.P.E. r o?a rr-sre aVH/rs a fs• \�'• FLORIDA Uc. J 44167 a • °d�D1i91100111110d,� r/l2A'/12 1/8" F 1/8" 1/8" N 25 1/2" MAX. PANEL WI GAP 'S 25 1/2" MAX. PANEL WID GAP 25 1/2" MAX. PANEL WID GAP 25 1/2" MAX. PANEL WIDT o , 8n iV G OR OR C1 ORS & ( C OR © & ® Y/9 = Y/9 _ (TYP.) w x rn m- C OR ® &°(0 OR & 44. FOR 1/4"ALUMINUM POP RIVETS (HIDDEN) (2 ROWS) 'cV a TOP&B ,T M fo ® OR N . . . . . . OR �. Al M NUM/8" vyasoaaiiiii aiy POP RIVETS. F c0 �a�d°��....... mPa �,�ENS /12 `A'/12co 102 3/8" MAX. SHUTTER WI TYPICAL INTERIOR ELEV QUADRUPLE PANEL ��YdeA`�SEONN FOR WOOD OR CONCRETE INSTALLATIONS HURRICANE POSITION) FLORIDA BUILDING CODE. (Non High Veloc SCALE- 3/32" = t" 02015 TIUECO.INC. BERTHA HV BOARD AND BATT SHUTTER MAX. A.S.D. DESIGN PRESSURE RATING: +40, —45 psf. ri(" EC °Nc. EASTERN METAL SUPPLY, TILUT TESTING & ENGINEERING COMPANY 4268 WEST ROADS DRIVE &499 N.W.76th SL.54 217.VRtGWA C.MF11S.FL 73106 WEST PALM BEACH.FL 33407 Phone:(sm)a7t-173o. :(705)071-1s3f PHONE(561)209-8263.FAX:(561)841-171 e-maD:LTtowtDaol.com to N. oa®moN p� py M. tli3>e0ml EB-0006719 t ao tt_sta o1M/u 7 WALTER A.TWT Jr.I,E. FLORIDA LIC. #44167 : ©+(B OR @) +(D (8) REQ'D. ALWAYS TYP. re 1 2 �A/�2 t/s" F 1/a" MAX 1/a" 25 1/2" MAX. PANEL WIDT GAP' 25 1/2" MAX. PANEL WI GAP' 25 1/2" MAX. PANEL WID GAP' 5 1/2" MAX. PANEL WID a (TYP.) u3 (CONT. It P. STORM BAR Y/991. Y/9 w (TYP) ,•) (2) (`, (2 LOCATto REQ-0.). _ XN 6 Acol ORM BAR /12 A'/12 � `� -a 162 3/8" MAX. SHUTTER WID �ORI1 TYPICAL EXTERIOR ELEV. QUADRUPLE_ PANEL %'''spNAL FOR WOOD OR CONCRETE elea11 HURRICANE POSITION) SCALE: 3/32" = 1" FLORIDA BUILDING CODE (Non High Velo1 02015 tILTECD,INC. BERTHA HV BOARD AND BATT SHUTTER IL E C O �M�. EASTERN METAL SUPPLY. TWT TESTING & ENGINEERING COMPANY 4268 WEST ROADS DRIVE 6W5 K.W.3eM,se,stw 2t7,VQ1Ga714 aAtmENs.Fl.]3168 WEST PALM BEACH,FL 53407 tm""•:(3o51a7t-tsw.w:(3as)rt-t531 PHONE(561)209-8263,FAX:(561)841-17 a-mal:6lteco®aol.com EB-0006719 �"•"• t oac tay.w tttsratma WALTER A.TILW Jr.P.E. dD JI-zre tWN/15 a FLORIDA Lia. 44167 : (2) STUL PETAIL 1 12 o c ETAIL 1/12 (SIMILAR) POURED CONC.OR CONIC. 1/4.0 ALUMINUM POP BLOCK WALL REQUIRED_ RIVE1S TOP&BOTfOM (2) 1/4'-20x1 1/2- STACGERED AT BATTEN® PHILLIPS FIAT HEAD SS , TO� A/12 BOLT USING A 1/47-20 EXISTING CUSS. A MINUM RN-NUT-(TYP.) I OR©&0 w - -NT. Ile EDP) - - -- 1 aoNt. i4'/ 'z -- Vz• ( ) Gw EDP•) G (61aoNn) t--).) EXTERIOR G 02 31e WX SHUM RIV—NUT AS SECTION Y-Y @ QUADRUPLE PANEL YLUMINUAVDEL�CHERRY TEXTORNNUFACT, PARSI SCALE: 1/8" = 1'1 NEW JERSEY 07054 OR EQUAL. `��t�ttttttl4rt�assesa FLORIDA BUILDING CODE (Non High Veloci ozo15 nLrEco.INC_ BERTHA HV BOARD AND BATT No 44167 ; �' SHUTTER c=, 1 L E C O i N c. EASTERN METAL SUPPLY, ••"A.n• •`\ TILLTT TESTING do ENGINEERING COMPANY 4268 WEST ROADS DRIVE • C\ ' esus x.W.esu•.sa ata Yt7.vmeWu cMOfl15 Fl.alas WEST PALM BEACH.FL 33407 d r��e15m ")�; t\a�\ao,4 Pte•:WALTER a9000gT Jrw P.E t-tS1T F PH�oN�Esfit�os3,If-XIS IMYNINI ;~(sfit)Bat T FLORIOA Lie. 44167 : 4 (2) 1/4"-20x1 1/2" POURED CONC. OR CC PHILLIPS FLAT HEAD S.S BLOCK WALL REQUIRE[ POURED CONC. OR CONC. BOLT USING A 1/4"-20 BLOCK REQUIRED. EXISTING GLASS. ALUMINUM RN-NUT (TYP.) �/ v F CONNECTION TO® r\ --- ------ - ---- ----- ---- ------------- & ® s D ,/e•U'X E & JiaOAP ' 1 I FF rrP. A(TMP) G ( ) EXTERIOR I I TYPICAL PLAN (NON HURRICANE POSITION): 'l E & QUADRUPLE PANEL (TMP) ��_n SCALE-3/16'= 1• \\ POURED CONC. OR z _ CONC. BLOCK WALL ————— REQUIRED. (2) 1/4.0 TAPCONS W/ 1 1/4-Min. EMBEDMENT TO WALL EXTERIOR (2) 1/4'0 TAPCONS (STAGGERED) ( ) / -- W//1ALL 1/4" MIN. EMBEDMENT TO (2) 1/_4-0 TAPCONS W/ SS M.S ®2(2)0xl-1/4` /4 MI-20 POURED CONC. OR CONC. 1 1N. ALUMINUM RIV—NUT(W)", /' OCK WALL REQInRED WAIL � I � I ,,/4• ALUMINUM '�- POP RNEfS. (�) G (2)1/4•-20x1' I S.S M.S®(2) 1/4`-20 ELEVATION Y—Y I ALUMINUM RIV-NUT (fYP.). (2nd PANEL NOT SHOWN FOR CLARITY) - G SCALE:3/8-e1' ------ - - -- ------ - - ------ EXTERIOR & ® ( ) DETAWAO SON HURRICANE POSITION) ALE:3/8-e1• 4v�a`q�,.\��NS�•.;Q �ss FLORIDA BUILDING CODE.(Nort High Velocf 02015 TILTECO.INC. BERTHA HV BOARD AND BATT N0.44110( SHUTTER fir`. - T w IL ECO �Nc. EASTERN METAL SUPPLY, I A. �•, ` �� 8 WEST ROADS DRNE •�> �� \ `ti� A,,:T p 6TIENT TESTNG @ENGINEERING COMPANY SSBS N.N. ax17. IIFL 33188 WEST PALM BEACH.FL 33407 3)enS ,30 VRw53, PHONE:(561)209-8263.FAX (561)841-171 'ice r 5i .•,•\ Baa a-mels tifteeo®aoLwm w b N scJ/3 P � }�A, \\\�0�0 W EB-0006719J16P.E. z OFF s (2) 1/4"-20x1 1/2' -��j ^��.°--\♦ PHILLIPS FLAT HEAD S.S (2).2x4"WOOD ° v BOLT USING A 1/4°-20 STUDS REQUIRED 2)2'x4"WOOD ®CORNER(rypJ Srl1DS REQUIRED ALUMINUM RIV—NUT (TYP) J 0 CORNER(Typ.) F J ON TO EXISRN GLASS. -- ®�® _ ,/6•Tux. OR®8. i®OR _ _ ) �)_ — _ _ rrr r r r IV• aar— —� —r .rr r-- m m ,.Q PC IL /T cm a o I C—) EXTERIOR c 1 (�.) ->, oR m ec® hff TYPICAL PLAN (NON HURRICANE POSITION) ®EDP.) QUADRUPLE PANEL SCAM 3/16•-I- (2) 1/4.0 TAPCONS W/1 1/2'Nin. (2) 2"x4° WOOD THREADED PENETRATION TO PLYWOOD SHEATHING REVD.W/1'as RA WOOD HEADER, WOOD (2) 1/4'0 TAPCONS W%1 1/2'Min. STUDS REQUIRED DISTANCE PASSED PLYWOOD• PLATES, WOOD STUDS THREADED PENETRATION TO PLYWOOD 0 CORNER (Typ-) •l. OR 1/2" (MIN.) SHEATHING REQ•D.W/1'DaFA PLYWOOD SHEATHING DISTANCE PASSED PLYWOOD. REQUIRED- `� t, EXTERIOR (2) 1/4.0 TAPCONS(STAGGERED) W/1 1/2•Min. a s/6• THREADED P'."..TO WOOD. (2) 1/4'-20x1" S.S M.S ® (2) 1/4'-20 ALUMINUM RN-NUT (TYP.). AS.S M.S•®221 1 t t/4• I ALUMINUM RIIV)-N c ----- - �------ -------------------------- ELEVATION Y' cI oIi© SCALE:318-1- m"'-) C OR(g)&(v EXTERIOR 0 TQ DETAIL 5 (NON HURRICANE POSITION) a ( /s/ SCALE:3/6'-1• FLORIDA BUILDING CODE (Non High Velocih, �4 n— 02015 TILTECO,INC. BERTHA HV BOARD AND BATTEI B 0• — SHUTTER r EASTERN METAL SUPPLY, It ;�, ; 7M17LECO1N,. •, 11 4268 WEST ROADS DRIVE ,',"L/�•s TILLIT TESTING & ENGINEERING COMPANY WEST PALM BEACH•FL 33407 mss K su sL sa 2n•Haeww raxoQ+S FL 33160 ( ) °/ 1�' t •/,�`� �� 000,, mol:tilWco®coLccoom�,-ts3, PHONE•(561)209-8263,�F' 561 84�1�1�718 �I:tll`o 1ea4aaa WALTER BA.�LL6ITi Jr.P.E. M0 112m OYM5 a FLORIDA Lic. 44167 1 2 POURED.CONC.OR CONC. WOOD FRAME WALL ` W.00K WALL RECIUM. REQUIRED. t1/4.8.0. t21#rOacr PHILL1Ps � r/4'B.o'. (z)#rOzr PN1lLiP5 T HEAD$S.S.M.S. FLAT HEM SS.9 M. ECH S RD AT TOP& EXH SUM AT TOP& iBoTrom BOTTOM 2• Z / O CORNER O)fp,) �. e0"� POURED CONC.OR LONG. ;• BLOCK WALL RMUSED, (2)1/4-0 TAPOONS n (s�AccEREO)to wAu. c_� ---- -_--_-____�-_�_____ 3"Mtn. - •«'•. d. EQ EQ EQ EQ - M1 1'MINIV ^` SEPACRAATiON TO �'S 'TION MIo D ASS c1ASS �a� Q 70- QR 1 Q D =ffi C OR(E)& A E &OF Ex - - -- - - - LI - Lf Y- ULl - Lf a t/2' (z) t/4'-zD■f 7J/�� "2)l •-zan ilz• GA}'. RHIL7IPS_FIAT HEAi}•S.S 1/2�• 1 BOLT USING A r/6 BOIT UStNC A rj4-0 Gqp�, 1�5• }I I TAPC Af. WNUM RW-NLR OR � Au1MiNUM R7Y-NUf OR ( ` 7/8• �}r/F,a MAX GAP (Typ-) as VVO � 1 F f t ON Te Ctn') Cont j' Cont. "M ' �] PGP RDh75 ' (SEE ELEVA7WNS) (SEE ELEVAMONS) POP RrXM PLAN .EXTFB�B (2)1/4.0 TAPCONS ({) "40 4% f2}1f4Y 7APCC h M iSfAc.'CERa07 70 wt11. A10w"4 0 Y Y POP mms. PDit1RA7VJN TO O.t25' 11010 �� K 3 3/0' M GAP POP RNEfS OF why y 3/4" 1 1/2' 1/2• OR (0L OR (oN5 Cm'con ( '•) : L' (SEE ELEVATIONS) (SEE ELEVATIONS} .eat y`i.Stiax;:r''r%r .T..h.y:•:: 1 r 01, 0 to � A A N,.�.3;w to`i^•':'�;,`.•.,•- �y.~. i � ~ :•i�.'.�_~�`...`-tii.-"-i.`': �r^�::1-�:f .1'a.�.y ''i'1.y a>%��'?i;Yr^�h:. t �.. .yY+„',u•NfT'^c ,57 ,.YJ"':'� � =",y>;; :;;;' i r/a' � 1 "z 1 1/4'1 �::::��;.,:•..`;�y`-v.�? "�•: yw "ArF'-xfy.?;.F'.'4wre•,�. 1 •' "r:': f `Z F uft Cow-OR " OLOCK W&L RE umm ELEVATION O CORNf]L ZE-/ POURED CONC.OR cc qr- , BLOCK WALL ,ti/4'B.O. mum W. WOOD FMNE IN DETAIL t'F REQUIRED. t �V*,%ytp. A`dp SCA 3/a,33/4'B.O. SECTION A -Q . . . y�e C„4•' GNS �p FLORIDA BUILDING CODE {Non High VefQc scAtE: 1/4' = 1• �'5 CT1C1V A "!-'4: -' r 02015 Wmo.INC. BERTHA HV BOARD AND BATT 1a s�A . Ile— 1• o.�� VC VC � SHUTTER ` t!L I E C C� EASTERN METAL SUPPLY, TIL1T TESTING do ENGINEERING COMPANY 42118 WEST ROADS DRIVE EiJ 1"� r ^�.�`� S N.W..]Blh.9L.56a.31T,tfIiGRW GHQENS.YL 33160 WESTPALM HEACN.SL 33407 / '� �•tA 6 mm Pfane:(xusZan-1530.K:(30$)$I1-153L PHONE(SSiAB-8263,FAY:(561)841-17t - EBNT OO's71°BL`om ay.w nnc n,r.>w eca n,a F:i la01E16a1tt1L�a�a1i INXIM A 'RuR Jr.P.E. , ac n ste a FLORIDA tio. 44167 z 4 'i i I II' 1 '� 1 I 4 1 II I If' V,\ BOARD O F SHOWN DOTTED ' FOR CLARITY 1 11 1 I 1 11 I a II � Ih 1 II 11 11 1 1 1 (TYP.) II i (2) 1/4"-20x1 1/2" ' II ( '(RNT.) (S 1 �LEVATIO�II'�) PHILLIPS FLAT HEAD S.S BOLT USING A 1/4"-20 J (4 PER PANEL) RIV—NUT (IYP.). K 'F�CH ISOMETRIC ii li ii li , © OR E1 1 11 I 1 h II I SI II 1 II 1 I 111 t 1 � 11 � I (HURRICANE POSITION DOUBLE PANEL (QUADF oil Oil1 COcNr.) 1 �'� 11 �- PANEL IS SIM I LA ROR , 1 ' 11 ii I i ; 2 1Ox1" N.T.S (2 PER PANEL) I �; " t' PHILLIPS FLAT HEAD Soil .S SSy 1 �n,,80ARD ii I I'' + www��` � N" �O FLORIDA BUILDING CODE (Non High Veloc SH •° LIC.�y �� I I II II 1 'I''' E XT E R:IO•R sF• ••vim 02015 TIL7Eco.INC. BERTHA HV BOARD AND BATT SHUTTER 11 11 1 4�r; �Q• 44167 _ EASTERN METAL SUPPLY, TILUT TESNNG & ENGINEERING COMPANY 4268 WEST ROADS DRIVE ' 1 .%0' : a 6595 K.W.3618 5C.Sia 217,VIWFaII CNigF15.R 33160 WEST PALM WACH.FL.33407 ' 'f `e Hwm:(305)671-7536.Fm (3051071-191 PHONE(561)209-6263.FAX.(561)841-171 1 e-ma"I::bl 00 oo9eo . m cx Iw aswvloml nalc ay.II. maarnal t'r�i,(4 ,�s•QV�w WALTER A.'nLUT Jr.P.E. 1 ao 11-210 dV2VO a k. > FLORIDA Lie.#441 b7 : • 140E948 1 . ERNATE LOCKDOWN BAR(TYP.) / (SEE DETAILS) 32"MAX. 32"MAX. 32"MAX. Ar IB • • • • 48"MAX. • • • • • • I I I 32"MAX. 32"MAX. 72"MAX. 32"MAX. —'k • • • • • 96"MA} DOUBLE PANEL WIDTH 60"MAX.(SEE FL8200) .QUADRUPLE PANEL WIDTH 105"MAX.(SEE FL8200) 32"MAX. 32"MAX. DOUBLE PANEL WIDTH 60"MAX.(SEE FL8200) QUADRUPLE PANEL WIDTH 105"MAX.(SEE FL8200) 32"MAX. �K DOUBLE PANEL WIDTH 60"MAX.(SEE FL8200) QUADRUPLE PANEL WIDTH 105"MAX.(SEE FL8200) PART"E"(SEE FL8200) .NOTE:PART"A"NOT SHOWN FOR CLARITY- PART"E"(SEE FL8200) PART"D"(SEE FLB200) 2"X 1"X U8" PART"A"(SEE FL8200) STRUCTURAL ALUMINUM —F CHANNEL(TYP.) I NOTES: 1. DOES NOT REPLACE FL APPROVAL#FL8200(THIS IS A SUPPLEMENT) I 2. SEE FL8200 PRODUCT APPROVAL FOR A LIST OF ALL MATERIALS 3. THIS IS AN ALTERNATE METHOD FOR THE"HURRICANE POSITION" III I I 4. ALL ANALYSIS IS IN COMPLIANCE WITH ASTM-E-1886-05, ASTM-E-1996-05,&ASTM-E-330-02,AND ASCE 7-10 S. PLEASE SEE FL8200 PRODUCT APPROVAL FOR PROPER WALL ATTACHMENT METHOD&MAXIMUM PANEL SIZES I I I 1"MIN. EDGE DIST. I I 1/4"-20 X 3/4"RIVET NUT WITH 1/4"-20 X 1"SIDEWALK BOLT(1) I a EVERY VERTICAL FRAME(TVP.) SECTION A-A(LOCKDOWN BAR TOP DETAIL) CTS� GEN FN�'Qj�'! THFS ALTERNATE LOCKD9I�V MITI 10D FOR SECTION B-B(LOCKDOWN BAR SIDE DETAIL) '*RbnC -6 IN DF,5IGNED IN ALCOR sum:ms �LCTION 1609 H}7.0107LORiDA 8UI1 DIN .�rrai .m��u r�i�dal ``noa�.rr.n ri. AAl1